2) NORMATIVA E MATERIALI - Collegio Morigi · Per la caratterizzazione geotecnica del terreno si è...
Transcript of 2) NORMATIVA E MATERIALI - Collegio Morigi · Per la caratterizzazione geotecnica del terreno si è...
Progetto PRELIMINARE
SCALA
REVISIONE
ai sensi art. 18 del D.P.R. 554/1999 ai sensi art. 25 del D.P.R. 554/1999
Progetto DEFINITIVO
ai sensi art. 35 del D.P.R. 554/1999
Progetto ESECUTIVO
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DEL COMPLESSO DENOMINATO " EX COLLEGIO S. VINCENZO " IN PIACENZA
PER RICAVARE ALLOGGI E RESIDENZE PER STUDENTI UNIVERSITARI
CODICE ELABORATO
DATA MOTIVO ESEGUITO CONTROLLATO APPROVATO
R L S 0 0 6
ING. STEFANO ROSSI
Azienda di Servizi alla Persona - "Collegio Morigi - De Cesaris"
Sede legale e amministrativa: Via Taverna 37 - 29100 Piacenza
Telefono: 0523/338551 Fax: 0523/320070
email [email protected]
EMILIA ROMAGNA PIACENZA
COMUNEREGIONE
COMMITTENTE
STRUTTURE
IMPIANTI ELETTRICO E SPECIALI
IMPIANTI MECCANICI
STUDIO ASSOCIATO Archh. ODDI
29015 Castel San Giovanni
Piacenza
Corso Matteotti n° 66
Tel. + 39 0523 881310
Fax + 39 0523 881965
29121 Piacenza
E mail [email protected]
Via Roma n° 35
Tel. + 39 0523 325112
Fax + 39 0523 070824
ING. PAOLO CABRAS
E mail [email protected]
Stradone Farnese n°19
Tel. + 39 338 6712964
Fax + 39 0523 071867
ING. STEFANO BERNARDI
Direttore del collegio
Responsabile del procedimento Dott. Eugenio Silva
---
29121 Piacenza
E mail [email protected]
Tel. + 39 0523 756585
29122 Piacenza
Via V. Gadolini n° 33
COORDINAMENTO
GENERALE E
PROGETTO
ARCHITETTONICO
0
F. DEL MAURO F. DEL MAURO S. ROSSI21-01-2016 EMISSIONE
PROGETTO STRUTTURALE
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO
E mail [email protected]
00
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INDICE
1. PROGETTO ARCHITETTONICO ................................................................................................................................... 3
2. RELAZIONE DI CALCOLO STRUTTURALE ................................................................................................................... 3
2.1 ILLUSTRAZIONE SINTETICA DEGLI ELEMENTI ESSENZIALI DEL PROGETTO STRUTTURALE ............................................ 5
2.1.1 PUNTO A) ......................................................................................................................................................... 5
2.1.1.1 DESCRIZIONE DEL CONTESTO EDILIZIO E CARATTERISTICHE GEOLOGICHE E MORFOLOGICHE DEL SITO ..... 5
2.1.2 PUNTO B) ......................................................................................................................................................... 8
2.1.2.1 DESCRIZIONE GENERALE DELLA STRUTTURA ............................................................................................... 8
2.1.2.2 DESCRIZIONE DELLE DESTINAZIONI D’USO PREVISTE .................................................................................. 8
2.1.3 PUNTO C) ......................................................................................................................................................... 8
2.1.3.1 NORMATIVA TECNICA DI RIFERIMENTO ....................................................................................................... 8
2.1.4 PUNTO D) ......................................................................................................................................................... 9
2.1.4.1 DEFINIZIONE DEI PARAMETRI DI PROGETTO CHE CONCORRONO ALLA DEFINIZIONE DELL’AZIONE SISMICA . 9
2.1.4.2 AZIONI CONSIDERATE SULLA COSTRUZIONE ................................................................................................ 9
2.1.4.2.1 AZIONI STATICHE .............................................................................................................................. 9
2.1.4.2.2 AZIONI SISMICHE ............................................................................................................................ 12
2.1.5 PUNTO E) DESCRIZIONE DEI MATERIALI ......................................................................................................... 18
2.1.5.1 CONGLOMERATO CEMENTIZIO ................................................................................................................... 18
2.1.5.2 ACCIAIO PER C.A. ...................................................................................................................................... 22
2.1.5.3 ACCIAIO PER CARPENTERIA ....................................................................................................................... 22
2.1.6 PUNTO F) ....................................................................................................................................................... 23
2.1.6.1 ILLUSTRAZIONE DEI CRITERI DI PROGETTAZIONE E DI MODELLAZIONE ..................................................... 23
2.1.6.1.1 DESCRIZIONE DEL MODELLO ........................................................................................................... 23
2.1.6.2 REGOLARITA’ IN PIANTA ED IN ALZATO ..................................................................................................... 27
2.1.6.3 TIPOLOGIA STRUTTURALE ......................................................................................................................... 28
2.1.6.4 FATTORE DI STRUTTURA ........................................................................................................................... 28
2.1.6.5 CLASSE DI DUTTILITA ................................................................................................................................ 28
2.1.6.6 GIUNTI DI SEPARAZIONE FRA STRUTTURE CONTIGUE ................................................................................ 28
2.1.7 PUNTO G) ....................................................................................................................................................... 29
2.1.7.1 STATI LIMITE INDAGATI ............................................................................................................................ 29
2.1.8 PUNTO H) ....................................................................................................................................................... 30
2.1.8.1 INDICAZIONE DEL METODO DI ANALISI SEGUITO ....................................................................................... 30
2.1.8.2 CONTROLLO ANALISI DEL SECONDO ORDINE ............................................................................................. 30
2.1.8.3 INDICAZIONI ANALISI MODALE .................................................................................................................. 31
2.1.9 PUNTO I) ........................................................................................................................................................ 34
2.1.9.1 CRITERI DI VERIFICA AGLI STATI LIMITE INDAGATI ................................................................................... 34
2.1.10 PUNTO J) ........................................................................................................................................................ 35
2.1.10.1 RAPPRESENTAZIONE DELLE CONFIGURAZIONI DEFORMATE PRINCIPALI I CONDIZIONI SISMICHE ............... 35
2.1.10.2 RAPPRESENTAZIONE DELLE CONFIGURAZIONI DEFORMATE PRINCIPALI ..................................................... 35
2.1.10.3 RAPPRESENTAZIONE AZIONI INTERNE PER LA COMBINAZIONE SISMICA ..................................................... 39
2.1.10.4 RAPPRESENTAZIONE AZIONI INTERNE PER LA COMBINAZIONE STATICA ..................................................... 44
2.1.10.1 RAPPRESENTAZIONE AZIONI INTERNE PER LA COMBINAZIONE STATICA VENTO ......................................... 46
2.1.10.2 GIUDIZIO MOTIVATO DI ACCETTABILITA’ DEI RISULTATI ........................................................................... 49
2.1.11 PUNTO K) ....................................................................................................................................................... 51
2.1.11.1 INFORMAZIONI SUL CODICE DI CALCOLO ................................................................................................... 51
2.1.11.2 AFFIDABILITÀ DEL CODICE UTILIZZATO ..................................................................................................... 51
2.1.12 PUNTO L) ....................................................................................................................................................... 52
2.1.12.1 REQUISITI DELLE FONDAZIONI .................................................................................................................. 52
2.1.12.2 VERIFICA CAPACITA’ PORTANTE ................................................................................................................. 53
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2.2 VERIFICHE ................................................................................................................................................................ 57
2.2.1 VERIFICHE ELEMENTI IN ACCIAIO ................................................................................................................... 57
2.2.1.1 MINUTA ORDITURA .................................................................................................................................... 57
2.2.1.2 TELAI IN ACCIAO ....................................................................................................................................... 58
2.2.1.3 VERIFICA ATTACCO BASE COLONNA ......................................................................................................... 133
2.2.1.4 VERIFICA ATTACCO TRAVE HEA 100 SU COLONNE HEA 100 ...................................................................... 134
2.2.2 VERIFICHE FONDAZIONE .............................................................................................................................. 135
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1. PROGETTO ARCHITETTONICO
Vedere il progetto architettonico redatto dall’architetto Giuseppe Oddi con studio a Castel San Giovanni
iscritto all’Ordine degli Architetti di Piacenza al numero 110.
2. RELAZIONE DI CALCOLO STRUTTURALE
Oggetto della presente relazione di calcolo sono le opere strutturali relative all’intervento di realizzazio-
ne di pensilina destinata a ricovero biciclette. Tale pensilina è a servizio della residenza universitaria ri-
cavata nell’ Ex Collegio San Vincenzo.
L’area, all’interno della quale è previsto l’intervento in progetto, è censita al Catasto del Comune di Pia-
cenza (PC) al Foglio n° 118 particella n° 496.
Il fabbricato, oggetto d’intervento, è sito in via San Vincenzo angolo via Landi nel comune di Piacenza.
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Cartografia Catastale
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2.1 ILLUSTRAZIONE SINTETICA DEGLI ELEMENTI ESSENZIALI DEL PROGETTO STRUTTURALE
2.1.1 PUNTO A)
2.1.1.1 DESCRIZIONE DEL CONTESTO EDILIZIO E CARATTERISTICHE GEOLOGICHE E MORFO-LOGICHE DEL SITO
CONTESTO EDILIZIO
L'area in oggetto è situata nella zona a centrale del capoluogo comunale in San Vincenzo angolo via-
Landi ed appartine ad un aggregato.
INQUADRAMENTO GEOLOGICO-GEOMORFOLOGICO-IDROGEOLOGICO ED IDROLOGICO
Dal punto di vista geomorfologico, l’area d’interesse si trova sul ripiano alluvionale più elevato (5-6m ri-
spetto al ripiano inferiore) del locale sistema terrazzato. Tale terrazzo passa verso Nord, alle alluvioni
più recenti legate all’attività deposizionale sia del F.Trebbia che del F.Po. La superficie del terrazzo è
sub-pianeggiante, con quote assolute di 54-55 m s.l.m. Dal punto di vista stratigrafico, in base al qua-
dro definito recentemente dalla Regione Emilia Romagna, l’area è collocata all’interno dell’unità appar-
tenente al “Subsistema di Ravenna”, definita come sottounità del “Sintema Emiliano-Romagnolo Supe-
riore”. La successione stratigrafica, è costituita da sabbie limoso argillose che ricoprono ghiaie e sabbie,
con locali e discontinue intercalazioni di materiali fini. La copertura quaternaria di sabbie limo argillose
che sovrastano i sedimenti ghiaiosi hanno nell’area di interesse uno spessore variabile da un minimo di
2.5/3.0 m sino ad un massimo di circa 4.5/5.0 metri.
Sotto l’aspetto idrologico l’area di studio è localizzata nel settore mediale-distale della conoide del
F.Trebbia. In base alle stratigrafie di pozzi idrici i depositi alluvionali, per i primi 100 m, sono pratica-
mente costituiti solo da alluvioni ghiaioso-sabbiose. Le locali intercalazioni di materiali limo-argillosi sono
nettamente subordinate. Il modello idrogeologico di riferimento ricostruito per tutta l’area della pianura
Piacentina è caratterizzato da due distinti complessi acquiferi: uno superiore denominato “acquifero
principale”, a comportamento essenzialmente freatico, e uno più profondo denominato “acquifero se-
condario” con caratteri più o meno spiccati di artesianità. L’alimentazione dell’acquifero principale avvie-
ne per infiltrazione diretta dalla superficie delle acque meteoriche e per dispersione dall’alveo del
F.Trebbia.
I principali caratteri idrogeologici dell’area si possono così riassumere:
· La direzione del flusso idrico è verso nordest con gradiente idraulico di 0.1-0.2%;
· Azione prevalentemente drenante esercitata dal F.Po;
· Il flusso idrico sotterraneo si può invertire solo in concomitanza di piene eccezionali del F.Po;
· Nell’intorno dell’area d’intervento la soggiacenza della superficie piezometrica, in base a dati
storici si colloca a circa 15 m dal p.c.
· Da dati bibliografici l'oscillazione massima registrata fra l’anno 1978 e l’anno 1998, risulta
compresa fra 2 e 3 m.
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INDAGINE EFFETTUATE E MODELLO GEOLOGICO GEOTECNICO
Per la caratterizzazione geotecnica del terreno si è effettuata di una prova penetrometrica dinamica
eseguita con penetrometro TG 63-100. Circa la caratterizzazione dei parametri geotecnici di tali terreni,
sono stati utilizzati valori medio-bassi comunque rappresentativi dei litotipi presenti all’interno dell’area
investigata, in modo da ottenere una valore leggermente conservativo dei dati ricercati.
Le indagini espletate hanno quindi consentito di appurare puntualmente la natura dei litotipi caratteriz-
zanti il sottosuolo dell’area in esame il quale risulta costituito in prevalenza da sabbie e limi sino a quote
prossime ai 4.0 m. Oltre tale profondità compaiono sedimenti a granulometria maggiore, ghiaie e sabbie
in matrice limosa con sporadiche intercalazione di sedimenti coesivi. In base alle indicazioni fornite dalle
indagini geognostiche eseguite, e alle più generali informazioni di carattere geologico bibliografico, è
stato quindi possibile ricostruire il modello geologico geotecnico dell’area d’interesse.
SINTESI DEI PARAMETRI GEOTECNICI
La determinazione dei parametri geotecnici di riferimento dei terreni in esame è stata condotta median-
te elaborazione statistica di tutti i dati disponibili, che ha permesso di determinare i principali elementi di
statistica descrittiva della popolazione di dati, espressi da media, valore caratteristico e deviazione stan-
dard.
In merito alla determinazione del valore caratteristico inferiore si precisa che, in accordo ai più recenti
orientamenti in campo geotecnico, in luogo del valore espresso dal 5° percentile dei dati campionati,
che risulta in genere eccessivamente cautelativo, si è fatto ricorso al metodo previsto dalla norma
EN1990 che esprime tale valore a mezzo della seguente relazione:
xk = xm (1 – Vx/2)
con:
xk = valore caratteristico inferiore del parametro x
xm = valore medio del parametro x
Vx = coefficiente di variazione del parametro x
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COMPATIBILITÀ SISMICA
Caratteri litologici area d’intervento
Ai fini della definizione dell’azione sismica di progetto, il D.M. 14.1.2008 definisce 5 categorie in cui sud-
dividere i terreni d’imposta in base ai valori di velocità delle onde sismiche trasversali nei primi 30 m
sotto il piano di posa della fondazione (VS30).
Dal valore delle V30 è possibile classificare il suolo come appartenente alla:
Categoria B: depositi di sabbie e ghiaie mediamente addensate, o di argille di media consistenza, con
spessori variabili da diverse decine fino a centinaia di metri, caratterizzati da valori di Vs30 compresi tra
180 e 360 m/s (15 < NSPT < 50, 70 < Cu < 250 kPa)
Caratteristiche superficie topografica
Trattandosi di zona pianeggiante, l’area in esame ricade nella categoria T1, a cui non è attribuibile al-
cun fenomeno di amplificazione sismica legato alle condizioni topografiche
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2.1.2 PUNTO B)
2.1.2.1 DESCRIZIONE GENERALE DELLA STRUTTURA
Il fabbricato ha un’ impronta rettangolare di lati 4,50m x 36,50 m circa e si sviluppa per un piano fuori
terra . La struttura portante è costituita da telai in acciaio di nuova realizzazione,il solaio di copertura è
realizzato lamiera grecata; la luce massima del solaio è pari a 4,80 m.
2.1.2.2 DESCRIZIONE DELLE DESTINAZIONI D’USO PREVISTE
La destinazione d’uso prevista è quella di Categoria A ambienti ad uso residenziale (Cat. A Tab. 3.1.II
del D.M. 14/01/2008 “Nuove Norme Tecniche per le Costruzioni”.
2.1.3 PUNTO C)
2.1.3.1 NORMATIVA TECNICA DI RIFERIMENTO
I calcoli delle strutture sono stati eseguiti in base alle seguenti disposizioni:
Legge 5 novembre 1971 N. 1086 - Norme per la disciplina delle opere in conglomerato cementizio
armato normale e precompresso ed a struttura metallica.
Norme tecniche per le Costruzioni – D.M. 14/01/2008
Circolare 02 febbraio 2009 n° 617/ C.S.LL.PP.
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2.1.4 PUNTO D)
2.1.4.1 DEFINIZIONE DEI PARAMETRI DI PROGETTO CHE CONCORRONO ALLA DEFINIZIONE DELL’AZIONE SISMICA
Si riportano di seguito i parametri di definizione dell’azione sismica:
INTESTAZIONE E DATI CARATTERISTICI DELLA STRUTTURA
Intestazione del lavoro Modello Tipo di struttura Nello Spazio Tipo di analisi Statica modale Tipo di soluzione Lineare Normativa NTC/2008
2.1.4.2 AZIONI CONSIDERATE SULLA COSTRUZIONE
2.1.4.2.1 AZIONI STATICHE
CARICHI VERTICALI
CARICHI PERMANENTI STRUTTURALI Peso proprio copertura 0,15 kN/m2
Totale permanenti strutturali 0,15 kN/m2
CARICHI VARIABILI Neve 1,20 kN/m2
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Calcolo del carico della neve
Regione: Emilia Romagna
Provincia: Piacenza
Ubicazione: Zona I - Mediterranea
Quota sito s.l.m.m. as: 65,00 m
Topografia: Normale
Coefficiente di esposizione CE: 1,0
Coefficiente termico Ct: 1,00
Valore caratteristico di carico neve al suolo (TR=50anni) qsk: 1,50 kN/m2
Angolo α1 della falda 1 sull'orizzontale: 24,00°
Angolo α2 della falda 2 sull'orizzontale: 24,00°
Coefficiente di forma μ1(α1): 0,80
Coefficiente di forma μ1(α2): 0,80
Caso (I) - Carico neve in assenza di vento
Carico neve su falda 1 q1: 1,20 kN/m2
Carico neve su falda 2 q2: 1,20 kN/m2
Caso (II) - Carico neve in presenza di vento
Carico neve su falda 1 q1: 0,60 kN/m2
Carico neve su falda 2 q2: 1,20 kN/m2
Caso (III) - Carico neve in presenza di vento
Carico neve su falda 1 q1: 1,20 kN/m2
Carico neve su falda 2 q2: 0,60 kN/m2
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Calcolo del carico del vento
Dati sito
Regione: Emilia Romagna
Provincia: Piacenza
v0: 25.00 m/s
a0: 500.00 m
ka: 0.02 s-1
Zona: 2
Classe di rugosità: A
Distanza dalla costa: 100.00 km
Categoria di esposizione: V
kr: 0.23
z0: 0.70 m
zmin: 12.00 m
Quota s.l.m.m.: 60.00 m
Pendenza falda α: 11.00 °
Altezza edificio sul p.c.: 4.00 m
Tempo di ritorno TR: 50 anni
Coefficiente di topografia ct: 1.00
Coefficiente dinamico cd: 1.00
Coefficiente di esposizione ce: 1.48
αR: 1.00
vb: 25.00 m/s
vb(TR): 25.02 m/s
qb(TR): 391.20 N/m2
Tettoie e pensiline isolate
<>
Caso (1): Elementi con spioventi aventi inclinazione sull'orizzontale α ≠ 0°
Uno spiovente piano:
cp = ±1.43
p = ±0.83 kN/m2
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2.1.4.2.2 AZIONI SISMICHE
Le azioni sismiche di progetto, in base alle quali valutare il rispetto dei diversi stati limite considerati, si
definiscono a partire dalla “pericolosità sismica di base” del sito di costruzione, che costituisce
l’elemento di conoscenza primario per la determinazione delle azioni sismiche.
La pericolosità sismica è definita in termini di accelerazione orizzontale massima attesa ag in condizioni
di campo libero su sito di riferimento rigido con superficie topografica orizzontale di categoria A, nonché
di ordinate dello spettro di risposta elastico in accelerazione ad essa corrispondente Se(T), con riferi-
mento a prefissate probabilità di eccedenza PVR nel periodo di riferimento VR.
Nei confronti delle azioni sismiche gli stati limite, sia di esercizio che ultimi, sono individuati riferendosi
alle prestazioni della costruzione nel suo complesso, includendo gli elementi strutturali, quelli non strut-
turali e gli impianti.
Le NTC considerano gli edifici ospedalieri costruzioni con funzioni pubbliche strategiche per la protezio-
ne civile nella gestione delle calamità.
Nel presente progetto è stata verificata la combinazione di carico sismica con riferimento:
Stato limite ultimo di salvaguardia della vita (SLV): a seguito del terremoto l’edificio subisce rotture e
crolli dei componenti non strutturali ed impiantistici e significativi danni dei componenti strutturali cui si
associa una perdita significativa di rigidezza nei confronti delle azioni orizzontali; mentre conserva inve-
ce una parte della resistenza e rigidezza per azioni verticali e un margine di sicurezza nei confronti del
collasso per azioni sismiche orizzontali.
Stato Limite di Danno (SLD): a seguito del terremoto la costruzione nel suo complesso, includendo gli
elementi strutturali, quelli non strutturali, le apparecchiature rilevanti alla sua funzione, subisce danni
tali da non mettere a rischio gli utenti e da non compromettere significativamente la capacità di resi-
stenza e di rigidezza nei confronti delle azioni verticali ed orizzontali, mantenendosi immediatamente
utilizzabile pur nell’interruzione d’uso di parte delle apparecchiature.
VITA NOMINALE
La vita nominale di un’opera strutturale è intesa come il numero di anni nel quale la struttura, purché
soggetta alla manutenzione ordinaria, deve poter essere usata per lo scopo al quale è destinata. Nel ca-
so in oggetto, l’opera ricade all’interno del tipo di costruzione 2:
“Opere ordinarie, ponti, opere infrastrutturali e dighe di dimensioni contenute o di importanza normale”
(paragrafo 2.4 delle ’Nuove Norme tecniche per le costruzioni – D.M. 14 gennaio 2008’’).
La vita nominale si assume pertanto pari a VN = 50 anni.
CLASSE D’USO
In presenza di azioni sismiche, con riferimento alle conseguenze di una interruzione di operatività o di
un’eventuale collasso, le costruzioni sono suddivise in classi d’uso. Nel caso in oggetto si fa riferimento
alla Classe II:
“Costruzioni il cui uso preveda normali affollamenti, senza contenuti pericolosi per l’ambiente e senza
funzioni pubbliche e sociali essenziali. Industrie con attività non pericolose per l’ambiente. Ponti, opere
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infrastrutturali, reti viarie non ricadenti in Classe d’uso III o in Classe d’uso IV, reti ferroviarie la cui in-
terruzione non provochi situazioni di emergenza. Dighe il cui collasso non provochi conseguenze rilevan-
ti.”
Il coefficiente d’uso si assume pertanto pari a cu = 1,0.
PERIODO DI RIFERIMENTO PER L’AZIONE SISMICA
Le azioni sismiche su ciascuna costruzione vengono valutate in relazione ad un periodo di riferimento
VR che si ricava, per ciascun tipo di costruzione, moltiplicandone la vita nominale VN per il coefficiente
d’uso CU. Tale coefficiente è funzione della classe d’uso.
VR = VN x CU = 50 anni x 1,0 =50 anni
Le probabilità di superamento PVR nel periodo di riferimento VR, cui riferirsi per individuare l‘azione si-
smica agente, sono pari:
- al 10% nel caso dello stato limite SLV.
- al 63% nel caso dello stato limite SLD
PARAMETRI DI PROGETTO
Le azioni di progetto si ricavano, ai sensi delle NTC, dalle accelerazioni ag e dalle relative forme spettrali.
Le forme spettrali previste dalle NTC sono definite, su sito di riferimento rigido orizzontale, in funzione
dei tre parametri:
ag accelerazione orizzontale massima del terreno;
F0 valore massimo del fattore di amplificazione dello spettro in accelerazione orizzontale;
TC* periodo di inizio del tratto a velocità costante dello spettro in accelerazione orizzontale.
Per ciascun nodo del reticolo di riferimento e per ciascuno dei periodi di ritorno TR considerati dalla peri-
colosità sismica, i tre parametri si ricavano riferendosi ai valori corrispondenti al 50 esimo percentile ed
attribuendo ad:
ag il valore previsto dalla pericolosità sismica;
F0 e TC* i valori ottenuti imponendo che le forme spettrali in accelerazione, velocità e spostamento
previste dalle NTC scartino al minimo dalle corrispondenti forme spettrali previste dalla pericolosità si-
smica.
Le forme spettrali previste dalle NTC sono caratterizzate da prescelte probabilità di superamento e vite
di riferimento. A tal fine occorre fissare:
la vita di riferimento VR della costruzione;
le probabilità di superamento nella vita di riferimento PVR associate agli stati limite considerati, per
individuare infine, a partire dai dati di pericolosità sismica disponibili, le corrispondenti azioni sismiche.
A tal fine è conveniente utilizzare, come parametro caratterizzante la pericolosità sismica, il periodo di
ritorno dell’azione sismica TR, espresso in anni. Fissata la vita di riferimento VR, i due parametri TR e PVR
sono immediatamente esprimibili, l’uno in funzione dell’altro, mediante l’espressione:
)P1ln(
VT
VR
RR
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I valori dei parametri ag, F0 e TC* relativi alla pericolosità sismica su reticolo di riferimento nell’intervallo
di riferimento sono forniti nelle tabelle riportate nell’ALLEGATO B delle NTC.
I punti del reticolo di riferimento sono definiti in termini di Latitudine e Longitudine ed ordinati a Latitu-
dine e Longitudine crescenti, facendo variare prima la Longitudine e poi la Latitudine.
Nel seguito si riporta una tabella riassuntiva dei parametri che caratterizzano il sito di costruzione:
14265 Punto interno al reticolo
LON LAT
[°] [°] [°] [km]
Località 9.696 45.0482 0.002 0.272
LON LAT
[#] [°] [°] [°] [km]
9.673 45.024 0.029 3.239
9.743 45.026 0.040 4.493
9.670 45.074 0.032 3.521
9.740 45.076 0.042 4.671
1 2 3
TR ag FO TC*
[anni] [g/10] [adm] [s]
30 1 0.320 2.53 0.21
50 2 0.388 2.57 0.22
72 3 0.452 2.54 0.25
101 4 0.516 2.55 0.26
140 5 0.579 2.57 0.27
201 6 0.667 2.55 0.28
475 7 0.919 2.52 0.29
975 8 1.191 2.50 0.29
2475 9 1.630 2.49 0.30
Med
ia d
ei
valo
ri d
ei
para
metr
i d
ei
4 p
un
ti p
er
la
locali
tà i
n e
sam
e
Coordinate geografiche della località in esame
ID
Coordinate geografiche dei 4 punti del reticolo
Tolleanza
Distanza
14044
Punto 1
Punto 2
Punto 3
Punto 4
14265
14266
14043
36.5
37.0
37.5
38.0
38.5
39.0
39.5
40.0
40.5
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
45.0
45.5
46.0
46.5
47.0
6.5
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18.5
19.0
14265 14266
14043 14044
Località
45.02
45.03
45.04
45.05
45.06
45.07
45.08
Input da Comuni d'Italia
VN 50 [anni] B
Clas. II T1 z h SS,V TB,V TC,V TD,V TE TF
CU 1.0 [adm] ST 1.0 [adm] [adm] [adm] [adm] [s] [s] [s] [s] [s]
VR 50 [anni] 5.0% 1.00 1.0 0.05 0.15 1.00 5.0 10.0
PVR TR ag FO TC* SS CC S TB TC TD FV
[adm] [anni] [g/10] [adm] [s] [adm] [adm] [adm] [s] [s] [s] [adm]
SLO 81% 30 g 0.320 2.53 0.21 g 1.20 1.51 1.20 0.10 0.31 1.73 0.61
SLD 63% 50 g 0.388 2.57 0.22 g 1.20 1.49 1.20 0.11 0.33 1.76 0.68
SLV 10% 475 g 0.919 2.52 0.29 g 1.20 1.41 1.20 0.14 0.41 1.97 1.03
SLC 5% 975 g 1.191 2.50 0.29 g 1.20 1.40 1.20 0.14 0.41 2.08 1.16
§ 3.2.1
Cat. sottosuolo
Dissipaz.
convenz.
Stratigraf.-Topograf.
Cond. topografia
§ 2.4 Valori per spettro
in spostamento
SL
ES
LU
Valori costanti per
spettro verticale
Valori ricavati da ag, FO, e TC*Valori interpolati
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
Spettri elastici
normalizzati orizzontali
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CLASSIFICAZIONE SISMICA DEL TERRENO
Per ciò che riguarda l’azione sismica il sottosuolo risulta di categoria B.
Si rimanda alle relazioni geologiche-geotecniche ed alla relazione di caratterizzazione sismica per un più
approfondito dettaglio delle caratteristiche del suolo.
SPETTRO DI RISPOSTA ELASTICO IN ACCELERAZIONE
Lo spettro di risposta elastico in accelerazione è espresso da una forma spettrale (spettro normalizzato)
riferita ad uno smorzamento convenzionale del 5%, moltiplicata per il valore della accelerazione orizzon-
tale massima ag su sito di riferimento rigido orizzontale. Sia la forma spettrale che il valore di ag variano
al variare della probabilità di superamento nel periodo di riferimento PVR.
SPETTRO DI RISPOSTA ELASTICO IN ACCELERAZIONE COMPONENTI ORIZZONTALI
Lo spettro di risposta elastico della componente orizzontale è definito dalle espressioni seguenti:
BTT0
B0B0ge
T
T1
F
1
T
TFSa)T(S
CB TTT 0ge FSa)T(S
DC TTT T
TFSa)T(S C
0ge
TTD
2
DC0ge
T
TTFSa)T(S
nelle quali T ed Se sono, rispettivamente, periodo di vibrazione ed accelerazione spettrale orizzontale.
Inoltre:
S: è il coefficiente che tiene conto della categoria di sottosuolo e delle condizioni topografiche mediante
la relazione seguente: TS SSS
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essendo SS il coefficiente di amplificazione stratigrafica e ST il coefficiente di amplificazione topografica
riportati nelle tabelle seguenti;
CATEGORIA
SOTTOSUOLO SS CC
A 1,00 1,00
B 20,1g
aF40,040,100,1
g0 20,0
C*T10,1
C 50,1g
aF60,070,100,1
g0 33,0
C*T05,1
D 80,1g
aF50,140,290,0
g0 50,0
C*T25,1
E 60,1g
aF10,100,200,1
g0 40,0
C*T15,1
CATEGORIA
TOPOGRAFICA Ubicazione dell’opera o dell’intervento ST
T1 - 1,00
T2 In corrispondenza della sommità del pendio 1,2
T3 In corrispondenza della cresta del rilievo 1,2
T4 In corrispondenza della cresta del rilievo 1,2
è il fattore che altera lo spettro elastico per coefficienti di smorzamento viscosi convenzionali x
diversi dal 5%, mediante la relazione:
55,05
10
dove (espresso in percentuale) è valutato sulla base di materiali, tipologia strutturale e terreno
di fondazione;
Fo: è il fattore che quantifica l’amplificazione spettrale massima, su sito di riferimento rigido oriz-
zontale, ed ha valore minimo pari a 2,2;
TC: è il periodo corrispondente all’inizio del tratto a velocità costante dello spettro, dato da:
CCC *TCT ; dove CC è un coefficiente funzione della categoria di sottosuolo;
TB: è il periodo corrispondente all’inizio del tratto dello spettro ad accelerazione costante;
3/TT CB
TD: è il periodo corrispondente all’inizio del tratto a spostamento costante dello spettro, espresso
in secondi mediante la relazione: 6,1g
a0,4T
gD
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SPETTRO DI RISPOSTA ELASTICO IN ACCELERAZIONE COMPONENTI VERTICALI
Lo spettro di risposta elastico in accelerazione della componente verticale è definito dalle espressioni
seguenti:
BTT0
BOBVgve
T
T1
F
1
T
TFSa)T(S
CB TTT Vge FSa)T(S
DC TTT T
TFSa)T(S C
Vge
TTD
2
DCVge
T
TTFSa)T(S
nelle quali T e Sve sono, rispettivamente, periodo di vibrazione ed accelerazione spettrale verticale e Fv è
il fattore che quantifica l’amplificazione spettrale massima, in termini di accelerazione orizzontale mas-
sima del terreno ag su sito di riferimento rigido orizzontale, mediante la relazione:
5,0
gOV
g
aF35,1F
I valori di ag, F0, ST, S, η sono quelli già definiti per le componenti orizzontali; i valori di SS, TB, TC e TD,
sono invece quelli riportati nella tabella seguente.
CATEGORIA SOTTOSUOLO SS TB TC TD
A, B, C, D, E 1,00 0,05 s 0,15 s 1,0 s
SPETTRO DI PROGETTO
Per gli stati limite di esercizio lo spettro di progetto Sd(T) da utilizzare, sia per le componenti orizzontali
che per la componente verticale, è lo spettro elastico corrispondente, riferito alla probabilità di supera-
mento nel periodo di riferimento PVR considerata.
Per le verifiche agli stati limite ultimi lo spettro di progetto Sd(T) da utilizzare, sia per le componenti
orizzontali, sia per la componente verticale, è lo spettro elastico corrispondente riferito alla probabilità di
superamento nel periodo di riferimento PVR considerata con le ordinate ridotte sostituendo η con 1/q,
dove q è il fattore di struttura, nelle formule precedentemente riportate e comunque: gd aTS 2,0 .
DETERMINAZIONE DELLA MASSA PARTECIPANTE
La determinazione dell’azione sismica viene calcolata considerando le masse associate ai seguenti cari-
chi gravitazionali:
j kjj221 QGG
dove G1 e G2 riguardano le masse associate al peso proprio delle strutture ed ai carichi permanenti,
mentre Qkj riguarda le masse associate ai carichi accidentali.
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2.1.5 PUNTO E) DESCRIZIONE DEI MATERIALI
2.1.5.1 CONGLOMERATO CEMENTIZIO
Riferimenti:
D.M. 14.01.2008, par. 11.2;
Linee Guida per la messa in opera del calcestruzzo strutturale;
UNI EN 206-1/2006;
UNI 11104.
Qualità dei componenti
La sabbia deve essere viva, con grani assortiti in grossezza da 0 a 3 mm, non proveniente da rocce in
decomposizione, scricchiolante alla mano, pulita, priva di materie organiche, melmose, terrose e di
salsedine.
La ghiaia deve contenere elementi assortiti, di dimensioni fino a 16 mm, resistenti e non gelivi, non
friabili, scevri di sostanze estranee, terra e salsedine. Le ghiaie sporche vanno accuratamente lavate.
Anche il pietrisco proveniente da rocce compatte, non gessose né gelive, dovrà essere privo di impuri-
tà od elementi in decomposizione.
In definitiva gli inerti dovranno essere lavati ed esenti da corpi terrosi ed organici. Non sarà consentito
assolutamente il misto di fiume. L’acqua da utilizzare per gli impasti dovrà essere potabile, priva di sali
(cloruri e solfuri).
Potranno essere impiegati additivi fluidificanti o superfluidificanti per contenere il rapporto ac-
qua/cemento mantenendo la lavorabilità necessaria.
Prescrizione per inerti
Sabbia viva 0-7 mm, pulita, priva di materie organiche e terrose; sabbia fino a 20 mm (30mm per
fondazioni), non geliva, lavata;pietrisco di roccia compatta.
Prescrizione per il disarmo
Per ogni porzione di struttura, il disarmo non può essere eseguito se non previa autorizzazione della
Direzione Lavori.
Tipologia strutturale: Fondazioni
Classe di resistenza necessaria ai fini statici: C25/30 25 N/mm2 (250 daN/cm2)
Condizioni ambientali: Parti di strutture di contenimento liquidi, fondazioni. Calcestruzzo
armato ordinario o precompresso prevalentemente immerso in
acqua o terreno non aggressivo.
Classe di esposizione: XC2
Rapporto acqua/cemento max: 0.60
Classe di consistenza: S4 (Fluida) con Additivo Superfluidificante
Diametro massimo aggregati: 30 mm
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Parametri caratteristici e tensioni limite per il metodo degli stati limite
Tabella riassuntiva per vari Rck
Rck fck fcd fctm u.m.
250 207.5 117.6 22.7 [kg/cm2]
300 249.0 141.1 25.6 [kg/cm2]
350 290.5 164.6 28.3 [kg/cm2]
400 332.0 188.1 31.0 [kg/cm2]
450 373.5 211.6 33.5 [kg/cm2]
500 415.0 235.2 36.0 [kg/cm2]
legenda:
fck (resistenza cilindrica a compressione);
fck = 0.83 Rck;
fcd (resistenza di calcolo a compressione);
fcd = cc*fck/c
fctd (resistenza di calcolo a trazione);
fctd = fctk/c;
fctk = 0.7*fctm;
fctm = 0.30*fck2/3 per classi ≤ C50/60
fctm = 2.12*ln[1+fcm/10] per classi > C50/60
Valori indicativi di alcune caratteristiche meccaniche dei calcestruzzi impiegati:
Ritiro (valori stimati): 0.25 mm/m (dopo 5 anni, strutture non armate);
0.10mm/m (strutture armate).
Rigonfiamento in acqua (valori stimati): 0.20 mm/m (dopo 5 anni in strutture armate).
Dilatazione termica: 10*10^(-6) °C^(-1).
Viscosità = 1.70.
Prospetto classi di esposizione e composizione uni en 206-1 (uni 11104 marzo 2004)
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Denom.
della classe Descrizione dell’ambiente
Esempi informativi di situzioni a cui possono applicarsi le classi di
esposizione
UNI
9858
A/C
MAX
R’ck
min.
Dos.
Min.
Cem.
KG.
1 Assenza di rischio di corrosione o attacco
X0
Per calcestruzzo privo di
armatura o inserti metal-
lici: tutte le esposizioni
eccetto dove c’è gelo e
disgelo o attacco chimico.
Calcestruzzi con armatura
o inserti metallici: in am-
biente molto asciutto
Interno di edifici con umidità relativa molto bassa.
Calcestruzzo non armato all’interno di edifici.
Calcestruzzo non armato immerso in suolo non aggressivo o in
acqua non aggressiva.
Calcestruzzo non armato soggetto ad cicli di bagnato asciutto ma
non soggetto ad abrasioni, gelo o attacco chimico
1 --- 15 ---
2 Corrosione indotta da carbonatazione
Nota – Le condizioni di umidità si riferiscono a quelle presenti nel copriferro e nel ricomprimento di inserti metallici, ma in molti casi si
può considerare che tali condizioni riflettano quelle dell’ambiente circostante, in questi la classificazione dell’ambiente circostante può
essere adeguata. Questo può non essere il caso se c’è una barriera fra il calcestruzzo ed il suo ambiente.
XC1
Asciutto o permanente-
mente bagnato
Interni di edifici con umidità relativa bassa. Calcestruzzo armato
ordinario o precompresso con le superfici all’interno di strutture
con eccezione delle parti esposte a condensa o immerse in acqua
2a 0,60 30 300
XC2
Bagnato, raramente
asciutto
Parti di strutture di contenimento liquidi, fondazioni. Calcestruzzo
armato ordinario o precompresso prevalentemente immerso in
acqua o terreno non aggressivo.
2a 0,60 30 300
XC3
Umidità moderata Calcestruzzo armato ordinario o precompresso in esterni con su-
perfici esterne riparate dalla pioggia o in interni con umidità da
moderata ad alta
5a 0,55 35 320
XC4
Ciclicamente asciutto e
bagnato
Calcestruzzo armato ordinario o precompresso in esterni con su-
perfici soggette ad alternanze di asciutto ed umido. Calcestruzzi a
vista in ambienti urbani.
4a,
5b 0,50 40 340
3 Corrosione indotta da cloruri esclusi quelli provenienti dall’acqua di mare
XD1 Umidità moderata Calcestruzzo armato ordinario o precompresso in superfici o parti
di ponti e viadotti esposti a spruzzi d’acqua contenenti cloruri 5a 0,55 35 320
XD2
Bagnato, raramente
asciutto
Calcestruzzo armato ordinario o precompresso in elementi struttu-
rali totalmente immersi in acqua industriali contenente cloruri (pi-
scine)
4a,
5b 0,50 40 340
XD3
Ciclicamente asciutto e
bagnato
Calcestruzzo armato ordinario o precompresso, di elementi strut-
turali direttamente soggetti agli agenti disgelanti o agli spruzzi
contenenti agenti disgelanti. Calcestruzzo armato o precompresso,
elementi con una superficie immersa in acqua contenente cloruri
e l’altra esposta all’aria. Parti di ponti, pavimentazioni e parcheggi
per auto.
5c 0,45 45 360
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4 Corrosione indotta da cloruri presenti nell’acqua di mare
XS1
Esposto alla salsedine
marina ma non diretta-
mente in contatto con
l’acqua
Calcestruzzo armato ordinario o precompresso con elementi strut-
turali sulle coste o in prossimità 4a,
5b 0,50 40 340
XS2 Permanentemente som-
merso
Calcestruzzo armato ordinario o precompresso di strutture marine
completamente immersa in acqua 5c 0,45 45 360
XS3
Zone esposte agli spruzzi
oppure alla marea
Calcestruzzo armato ordinario o precompresso con elementi strut-
turali esposti alla battigia o alle zone soggette agli spruzzi ed onde
del mare
5c 0,45 45 360
5 Attacco dei cicli gelo/disgelo con o senza disgelanti *(NB XF2 – XF3 – XF4 contenuto minimo aria 3%)
XF1
Moderata saturazione
d’acqua, in assenza di
agente disgelante
Superfici verticali di calcestruzzo come facciate o colonne esposte
alla pioggia ed al gelo. Superfici non verticali e non soggette alla
completa saturazione ma esposte al gelo, alla pioggia o all’acqua
4a,
5b 0,50 40 320
XF2*
Moderata saturazione
d’acqua in presenza di
agente disgelante
Elementi come parti di ponti che in altro modo sarebbero classifi-
cati come XF1 ma che sono esposti direttamente o indirettamente
agli agenti disgelanti
3, 4b 0,50 30 340
XF3*
Elevata saturazione
d’acqua in assenza di
agente disgelante
Superfici orizzontali in edifici dove l’acqua può accumularsi e che
possono essere soggetti ai fenomeni di gelo, elementi soggetti a
frequenti bagnature ed esposti al gelo
2b,
4b 0,50 30 340
XF4*
Elevata saturazione
d’acqua con presenza di
agente antigelo oppure
acqua di mare
Superfici orizzontali quali strade o pavimentazioni esposte al gelo
ed ai sali disgelanti in modo diretto od indiretto, elementi esposti
al gelo e soggetti a frequenti bagnature in presenza di agenti di-
sgelanti o di acqua di mare
3, 4b 0,45 35 360
6 Attacco chimico **)
XA1
Ambiente chimicamente
debolmente aggressivo
secondo il prospetto 2
della UNI EN 206-1
Contenitori di fanghi e vasche di decantazione. Contenitori e va-
sche per acqua reflue 5a 0,55 35 320
XA2
Ambiente chimicamente
moderatamente aggressi-
vo secondo il prospetto 2
della UNI EN 206-1
Elementi strutturali o pareti a contatto di terreni aggressivi
5b 0,50 40 340
XA3
Ambiente chimicamente
fortemente aggressivo
secondo il prospetto 2
della UNI EN 206-1
Elementi strutturali o pareti a contatto di acqua industriali forte-
mente aggressive. Contenitori di foraggi, mangimi e liquami pro-
venienti dall’allevamento animale. Torri di raffreddamento di fumi
e gas di scarico industriali.
5c 0,45 45 360
*) il grado di saturazione della seconda colonna riflette la relativa frequenza con cui si verifica il gelo in condizioni di saturazione: mode-
rato occasionalmente gelato in condizioni di saturazione; elevato alta frequenza di gelo in condizioni di saturazione.
**) da parte di acque del terreno o acqua fluenti
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2.1.5.2 ACCIAIO PER C.A.
Riferimenti:
Rif. D.M. 14.01.2008, par. 11.3.2
Acciaio per C.A. B450C
fyk tensione nominale di snervamento: ≥ 4580 kg/cm2 (≥ 450 N/mm2)
ftk tensione nominale di rottura: ≥ 5500 kg/cm2 (≥ 540 N/mm2)
ftd tensione di progetto a rottura: fyk / S = fyk / 1.15 = 3980 kg/cm2 (= 391 N/mm2)
2.1.5.3 ACCIAIO PER CARPENTERIA
Riferimenti:
D.M. 14.01.2008, par. 11.3.4
Acciaio per carpenteria metallica S275 JR
fyk tensione nominale di snervamento: ≥ 2750 kg/cm2 (≥ 275 N/mm2)
ftk tensione nominale di rottura: ≥ 4300 kg/cm2 (≥ 430 N/mm2)
ftd tensione di progetto a rottura: fyk / S = fyk / 1.05 = 2619 kg/cm2 (= 262 N/mm2)
Caratteristiche minime dei materiali impiegati per la costruzione delle strutture analizzate con la presen-
te relazione.
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2.1.6 PUNTO F)
2.1.6.1 ILLUSTRAZIONE DEI CRITERI DI PROGETTAZIONE E DI MODELLAZIONE
2.1.6.1.1 DESCRIZIONE DEL MODELLO
La struttura e il suo comportamento sotto le azioni statiche e sismiche è stata adeguatamente valutato, inter-
pretato e trasferito nel modello che si caratterizza per la sua impostazione completamente tridimensionale. A
tal fine ai nodi strutturali possono convergere diverse tipologie di elementi, che corrispondono nel codice nu-
merico di calcolo in altrettante tipologie di elementi finiti. Travi e pilastri, ovvero componenti in cui una dimen-
sione prevale sulle altre due, vengono modellati con elementi “beam”, il cui comportamento può essere oppor-
tunamente perfezionato attraverso alcune opzioni quali quelle in grado di definire le modalità di connessione
all’estremità. Eventuali elementi soggetti a solo sforzo normale possono essere trattati come elementi “truss”
oppure con elementi “beam” opportunamente svincolati. Le platee ovvero in generale i componenti strutturali
bidimensionali, con due dimensioni prevalenti sulla terza (lo spessore), sono stati modellati con elementi
“shell” a comportamento flessionale e membranale. I vincoli con il mondo esterno vengono rappresentati, nei
casi più semplici (apparecchi d’appoggio, cerniere, carrelli), con elementi in grado di definire le modalità di
vincolo e le rigidezze nello spazio. Questi elementi, coniugati con i precedenti, consentono di modellare i casi
più complessi ma più frequenti di interazione con il terreno, realizzabile tipicamente mediante fondazioni, pali,
platee nonché attraverso una combinazione di tali situazioni.
I parametri dei materiali utilizzati per la modellazione riguardano il modulo di Young, il coefficiente di Poisson,
ma sono disponibili anche opzioni per ridurre la rigidezza flessionale e tagliante dei materiali per considerare
l’effetto di fenomeni fessurativi nei materiali.
Il calcolo viene condotto mediante analisi lineare, ma vengono considerati gli effetti del secondo ordine e si
può simulare il comportamento di elementi resistenti a sola trazione o compressione.
La presenza di diaframmi orizzontali, se rigidi, nel piano viene gestita attraverso l’impostazione di un’apposita
relazione fra i nodi strutturali coinvolti, che ne condiziona il movimento relativo. Relazioni analoghe possono
essere impostate anche fra elementi contigui.
Si ritiene che il modello utilizzato sia rappresentativo del comportamento reale della struttura. Sono stati inol-
tre valutate tutti i possibili effetti o le azioni anche transitorie che possano essere significative e avere implica-
zione per la struttura.
E’ stata impiegata un’analisi sismica modale in campo lineare con adozione di spettro di risposta conforme al
D.M. 14.01.2008. Agli effetti del dimensionamento è stato quindi impiegato il metodo degli stati limite.
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TIPOLOGIE DI TRAVI
TIPOLOGIE MATERIALI
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AREA INFLUENZA CARICO PERMANENTE PORTATO
AREA INFLUENZA CARICO NEVE
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AREA INFLUENZA CARICO VENTO
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2.1.6.2 REGOLARITA’ IN PIANTA ED IN ALZATO
Le costruzioni devono avere, quanto più possibile, struttura iperstatica caratterizzata da regolarità in
pianta e in altezza. Se necessario ciò può essere conseguito suddividendo la struttura, mediante giunti,
in unità tra loro dinamicamente indipendenti.
Per quanto riguarda l’edificio in oggetto, la costruzione non è regolare in pianta in quanto sono rispetta-
te tutte le seguenti condizioni:
a) la configurazione in pianta è compatta e approssimativamente simmetrica rispetto a due direzioni or-
togonali, in relazione alla distribuzione di masse e rigidezze; condizione rispettata
b) il rapporto tra i lati di un rettangolo in cui la costruzione risulta inscritta è inferiore a 4; condizione
non rispettata infatti:
Considerando un rettangolo con lati paralleli agli assi XY, si ha:
- Dimensione maggiore in pianta (m) = 36,50
- Dimensione minore in pianta (m) = 4,5
- Rapporto tra le due dimensioni = 8,11 > 4
c) nessuna dimensione di eventuali rientri o sporgenze supera il 25 % della dimensione totale della co-
struzione nella corrispondente direzione; condizione rispettata, non sono presenti sporgenze
d) gli orizzontamenti possono essere considerati infinitamente rigidi nel loro piano rispetto agli elementi
verticali e sufficientemente resistenti; condizione non rispettata.
Sempre riferendosi agli edifici, una costruzione è regolare in altezza se tutte le seguenti condizioni
sono rispettate:
e) tutti i sistemi resistenti verticali (quali telai e pareti) si estendono per tutta l’altezza della costruzione;
condizione rispettata
f) massa e rigidezza rimangono costanti o variano gradualmente, senza bruschi cambiamenti, dalla base
alla sommità della costruzione; condizione rispettata
g) nelle strutture intelaiate progettate in CD “B” il rapporto tra resistenza effettiva e resistenza richiesta
dal calcolo non è significativamente diverso per orizzontamenti diversi (il rapporto fra la resistenza effet-
tiva e quella richiesta, calcolata ad un generico orizzontamento, non deve differire più del 20%
dall’analogo rapporto determinato per un altro orizzontamento); può fare eccezione l’ultimo orizzonta-
mento di strutture intelaiate di almeno tre orizzontamenti;
h) eventuali restringimenti della sezione orizzontale della costruzione avvengono in modo graduale da
un orizzontamento al successivo, rispettando i seguenti limiti: ad ogni orizzontamento il rientro non su-
pera il 30% della dimensione corrispondente al primo orizzontamento, né il 20%della dimensione corri-
spondente all’ orizzontamento immediatamente sottostante. Fa eccezione l’ultimo orizzontamento di co-
struzioni di almeno quattro piani per il quale non sono previste limitazioni di restringimento.
Per quanto sopra la struttura non è regolare in pianta ed è regolare in elevazione.
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2.1.6.3 TIPOLOGIA STRUTTURALE
Struttura a telaio monopiano.
2.1.6.4 FATTORE DI STRUTTURA
Per le strutture in acciaio è ammissibile assumere q=1,00 e progettare la struttura in campo elastico
senza dettagli costruttivi.
q=1
2.1.6.5 CLASSE DI DUTTILITA
La struttura in esame è progetta in classe di duttilità bassa CD “B”.
2.1.6.6 GIUNTI DI SEPARAZIONE FRA STRUTTURE CONTIGUE
La struttura è mantenuta sconnessa dai fabbricati attigui da un giunto strutturale dimensionato secondo
le prescrizioni del punto 7.2.2 delle NTC 2008.
g
Sahd
g
5,0100
1
Dove:
d spostamento massimo di una costruzione non isolata;
h altezza costruzione;
ag accelerazione;
S coefficiente che tiene conto della categoria di suolo e delle condizioni topografiche;
g accelerazione di gravità
0,008m0,5g
1,00 g 0,0924,80
100
1d
Si pone in opera un giunto di ampiezza pari a 2 cm
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2.1.7 PUNTO G)
2.1.7.1 STATI LIMITE INDAGATI
COMBINAZIONI PER LE VERIFICHE ALLO STATO LIMITE ULTIMO
Num. Descrizione Parametri Tipo azione/categoria Condizione Moltiplicatore 1 Dinamica Azione sismica: Presente
Permanente: Peso Proprio Condizione peso proprio 1.000 Variabile: Neve Condizione 1 0.000 Variabile: Vento Condizione 2 0.000
2 Statica Azione sismica: Sisma assente
Permanente: Peso Proprio Condizione peso proprio 1.300 Variabile: Neve Condizione 1 1.500 Variabile: Vento Condizione 2 0.900
7 Vento Azione sismica: Sisma assente
Permanente: Peso Proprio Condizione peso proprio 1.000 Variabile: Neve Condizione 1 0.000 Variabile: Vento Condizione 2 -1.500
COMBINAZIONI PER LE VERIFICHE ALLO STATO LIMITE D'ESERCIZIO
Num. Descrizione Parametri Tipo azione/categoria Condizione Moltiplicatore 3 Rara Tipologia: Rara
Permanente: Peso Proprio Condizione peso proprio 1.000 Variabile: Neve Condizione 1 1.000 Variabile: Vento Condizione 2 1.000
4 Frequente Tipologia: Frequente
Permanente: Peso Proprio Condizione peso proprio 1.000 Variabile: Neve Condizione 1 0.200 Variabile: Vento Condizione 2 0.200
5 Quasi permanente Tipologia: Quasi permanente
Permanente: Peso Proprio Condizione peso proprio 1.000 Variabile: Neve Condizione 1 0.000 Variabile: Vento Condizione 2 0.000
COMBINAZIONI PER LE VERIFICHE ALLO STATO LIMITE DI DANNO
Num. Descrizione Parametri Tipo azione/categoria Condizione Moltiplicatore 6 S.L.D. Azione sismica: Presente
Permanente: Peso Proprio Condizione peso proprio 1.000 Variabile: Neve Condizione 1 0.000 Variabile: Vento Condizione 2 0.000
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2.1.8 PUNTO H)
2.1.8.1 INDICAZIONE DEL METODO DI ANALISI SEGUITO
Al fine di eseguire le dovute verifiche nei riguardi dell'edificio in questione, si è deciso di procedere con l'ese-
cuzione di una analisi dinamica lineare.
2.1.8.2 CONTROLLO ANALISI DEL SECONDO ORDINE
Nome archivio di lavoro : Pensilina
Intestazione del lavoro : Pensilina
Tipo di analisi : Statica e Dinamica
Unita' di misura delle Forze : kN
Unita' di misura Lunghezze : m
Sisma lungo l'asse Z : No
Combinazione dei modi : CQC
Combinazione componenti azioni sismiche : Eurocodice 8
: 0.3
: 0.3
*** Gruppo di copertura: Travi
C.C _X [cm] _Y [cm]
1 Statica+(EX+*EY) 0.30 0.17
1 Statica+(*EX+EY) 0.09 0.45
2 -0.00 0.78
3 -0.00 0.82
4 -0.00 0.19
5 -0.00 0.03
7 0.00 -1.07
*** analisi alla quota: 0.000
Gruppo di copertura: Travi altezza interpiano: 3.04
C.C _X [cm] _Y [cm] drX [cm] drY [cm] FX FY FZ _X _Y
1 Statica+(EX+*EY) 0.00 0.00 -0.30 -0.17 4.53 2.02 22.56 0.00 0.00
1 Statica+(*EX+EY) 0.00 0.00 -0.09 -0.45 1.39 4.97 22.56 0.00 0.01
2 0.00 0.00 0.00 -0.78 0.00 6.88 133.22 0.00 0.05
3 0.00 0.00 0.00 -0.82 0.00 7.65 105.59 0.00 0.04
4 0.00 0.00 0.00 -0.19 0.00 1.53 39.16 0.00 0.00
5 0.00 0.00 0.00 -0.03 0.00 0.00 22.56 0.00 0.00
7 0.00 0.00 -0.00 1.07 0.00 11.47 29.08 0.00 0.01
CONTROLLO REGOLARITÀ DELLA VARIAZIONE DELLA RIGIDEZZA LATERALE IN ALTEZZA
Quota Rigidezza laterale X Variazione Rigidezza laterale Y Variazione
[m] [KN/cm] [%] [KN/cm] [%]
Livello 0 0.00 15.05 --- 9.95 ---
RIPARTIZIONE DELLE AZIONI TAGLIANTI AI PIANI
*** Piano rigido alla quota: 0.000 C.C FX(Tot) FX(Pil.) (%) FX(Setti) (%) FX(Pareti) (%) FY(Tot) FY(Pil.) (%) FY(Setti) (%) FY(Pareti) (%)
1 Statica+(EX+*EY) 5 5 100 0 0 0 0 2 2 100 0 0 0 0
1 Statica+(*EX+EY) 1 1 100 0 0 0 0 5 5 100 0 0 0 0
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2.1.8.3 INDICAZIONI ANALISI MODALE
I modi analizzati sono stati 6 in modo di eccettare sempre una massa pari minimo al’85% in direzione X
e Y.
FREQUENZE PROPRIE DI OSCILLAZIONE Numero Pulsazione Frequenza Periodo Precisione
1 2.336e+001 3.718e+000 2.689e-001 0.000e+000 2 2.489e+001 3.962e+000 2.524e-001 0.000e+000 3 3.000e+001 4.775e+000 2.094e-001 0.000e+000 4 6.094e+001 9.699e+000 1.031e-001 0.000e+000 5 1.199e+002 1.908e+001 5.241e-002 0.000e+000 6 1.232e+002 1.961e+001 5.100e-002 0.000e+000 7 1.261e+002 2.006e+001 4.984e-002 0.000e+000 8 1.482e+002 2.359e+001 4.239e-002 0.000e+000 9 1.512e+002 2.407e+001 4.155e-002 1.252e-037 10 1.708e+002 2.719e+001 3.678e-002 2.036e-038 11 2.271e+002 3.615e+001 2.766e-002 1.351e-024 12 2.427e+002 3.862e+001 2.589e-002 2.642e-017 13 2.431e+002 3.869e+001 2.585e-002 4.638e-017 14 2.446e+002 3.893e+001 2.569e-002 7.371e-017 15 2.528e+002 4.024e+001 2.485e-002 2.667e-017
COEFFICIENTI DI PARTECIPAZIONE MODALE
Modo Direz.X Direz.Y 1 1.345e-004 1.394e+000 2 8.774e-001 -1.372e-004 3 1.071e+000 -7.056e-005 4 -1.713e-005 -3.166e-002 5 -1.513e-003 -2.523e-002 6 -1.573e-002 2.113e-003 7 -1.578e-003 -1.976e-003 8 -1.974e-001 -1.224e-005 9 5.887e-002 -4.726e-005 10 4.661e-004 -1.462e-003 11 -7.699e-006 1.007e-001 12 -6.584e-005 -1.223e-003 13 1.876e-002 4.468e-004 14 -7.046e-005 1.765e-003 15 -4.533e-005 2.155e-001
MASSA ECCITATA PER QUOTA Z MAGGIORE DI :0.00
Modo Direz.X % Direz.Y % Direz.Z % Rotaz.Z % Modo: 1 +1.81e-008 0 +1.94e+000 88 +1.15e-004 0 +1.88e-008 0 Progressiva +1.81e-008 0 +1.94e+000 88 +1.15e-004 0 +1.88e-008 0 Modo: 2 +7.70e-001 35 +1.88e-008 0 +5.29e-010 0 +5.49e+000 41 Progressiva +7.70e-001 35 +1.94e+000 88 +1.15e-004 0 +5.49e+000 41 Modo: 3 +1.15e+000 52 +4.98e-009 0 +2.67e-009 0 +4.36e+000 32 Progressiva +1.92e+000 86 +1.94e+000 88 +1.15e-004 0 +9.85e+000 73 Modo: 4 +2.93e-010 0 +1.00e-003 0 +1.47e-001 7 +1.27e-010 0 Progressiva +1.92e+000 86 +1.94e+000 88 +1.47e-001 7 +9.85e+000 73 Modo: 5 +2.29e-006 0 +6.37e-004 0 +1.35e-002 1 +1.60e-004 0 Progressiva +1.92e+000 86 +1.94e+000 88 +1.61e-001 7 +9.85e+000 73 Modo: 6 +2.48e-004 0 +4.46e-006 0 +2.53e-003 0 +2.64e-002 0 Progressiva +1.92e+000 86 +1.94e+000 88 +1.63e-001 7 +9.88e+000 74 Modo: 7 +2.49e-006 0 +3.90e-006 0 +2.17e-001 10 +4.32e-004 0 Progressiva +1.92e+000 86 +1.94e+000 88 +3.80e-001 17 +9.88e+000 74 Modo: 8 +3.90e-002 2 +1.50e-010 0 +8.51e-007 0 +5.60e-001 4 Progressiva +1.96e+000 88 +1.94e+000 88 +3.80e-001 17 +1.04e+001 78 Modo: 9 +3.47e-003 0 +2.23e-009 0 +9.97e-006 0 +2.30e-002 0
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Modo Direz.X % Direz.Y % Direz.Z % Rotaz.Z % Progressiva +1.96e+000 88 +1.94e+000 88 +3.80e-001 17 +1.05e+001 78 Modo: 10 +2.17e-007 0 +2.14e-006 0 +6.06e-002 3 +5.17e-006 0 Progressiva +1.96e+000 88 +1.94e+000 88 +4.41e-001 20 +1.05e+001 78 Modo: 11 +5.93e-011 0 +1.01e-002 0 +1.89e-001 9 +4.81e-007 0 Progressiva +1.96e+000 88 +1.95e+000 88 +6.30e-001 28 +1.05e+001 78 Modo: 12 +4.33e-009 0 +1.50e-006 0 +6.95e-005 0 +1.40e-006 0 Progressiva +1.96e+000 88 +1.95e+000 88 +6.30e-001 28 +1.05e+001 78 Modo: 13 +3.52e-004 0 +2.00e-007 0 +3.94e-010 0 +1.38e-001 1 Progressiva +1.96e+000 88 +1.95e+000 88 +6.30e-001 28 +1.06e+001 79 Modo: 14 +4.97e-009 0 +3.12e-006 0 +1.15e-005 0 +3.10e-006 0 Progressiva +1.96e+000 88 +1.95e+000 88 +6.30e-001 28 +1.06e+001 79 Modo: 15 +2.05e-009 0 +4.64e-002 2 +7.09e-002 3 +2.26e-006 0 Progressiva +1.96e+000 88 +2.00e+000 90 +7.01e-001 32 +1.06e+001 79
MASSA TOTALE ECCITABILE
Direzione X Direzione Y Direzione Z Rotazione Z +2.22e+000 +2.22e+000 +2.22e+000 +1.34e+001
1° modo di vibrare
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2° modo di vibrare
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2.1.9 PUNTO I)
2.1.9.1 CRITERI DI VERIFICA AGLI STATI LIMITE INDAGATI
Per il dimensionamento degli elementi costituenti la struttura si sono adottati gli stati limite ultimi e gli
stati limite di esercizio per il controllo delle deformate.
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2.1.10 PUNTO J)
2.1.10.1 RAPPRESENTAZIONE DELLE CONFIGURAZIONI DEFORMATE PRINCIPALI I CONDIZIONI SISMICHE
2.1.10.2 RAPPRESENTAZIONE DELLE CONFIGURAZIONI DEFORMATE PRINCIPALI
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COMBINAZIONE STATICA SLU
COMBINAZIONE STATICA SLU VENTO
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COMBINAZIONE RARA
COMBINAZIONE FREQUENTE
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COMBINAZIONE QUASI PERMANENTE
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2.1.10.3 RAPPRESENTAZIONE AZIONI INTERNE PER LA COMBINAZIONE SISMICA
AZIONE ASSIALE
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AZIONE TAGLIANTE
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AZIONE TAGLIANTE
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MOMENTO FLETTENTE
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MOMENTO FLETTENTE
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2.1.10.4 RAPPRESENTAZIONE AZIONI INTERNE PER LA COMBINAZIONE STATICA
AZIONE ASSIALE
AZIONE TAGLIANTE
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AZIONE TAGLIANTE
MOMENTO FLETTENTE
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MOMENTO FLETTENTE
2.1.10.1 RAPPRESENTAZIONE AZIONI INTERNE PER LA COMBINAZIONE STATICA VENTO
AZIONE ASSIALE
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AZIONE TAGLIANTE
AZIONE TAGLIANTE
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MOMENTO FLETTENTE
MOMENTO FLETTENTE
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2.1.10.2 GIUDIZIO MOTIVATO DI ACCETTABILITA’ DEI RISULTATI
Totali forze sismiche da calcolo automatico
CONTROLLO AZIONI TAGLIANTI
Nome archivio di lavoro : Pensilina
Intestazione del lavoro : Pensilina
Tipo di analisi : Statica e Dinamica
Unita' di misura delle Forze : kN
Unita' di misura Lunghezze : m
Sisma lungo l'asse Z : No
Combinazione dei modi : CQC
Combinazione componenti azioni sismiche : Eurocodice 8
: 0.3
: 0.3
RIPARTIZIONE DELLE AZIONI TAGLIANTI AI PIANI
*** Piano rigido alla quota: 0.000
C.C FX(Tot) FX(Pil.) (%) FX(Setti) (%) FX(Pareti) (%) FY(Tot) FY(Pil.) (%) FY(Setti) (%)
FY(Pareti) (%)
1 Statica+(EX+*EY) 5 0 0 5 100 0 0 3 0 0 3 100 0 0
1 Statica+(*EX+EY) 1 0 0 1 100 0 0 6 0 0 6 100 0 0
Di seguito si determina in via semplificata e approssimata il tagliante alla base con le formule dell’analisi stati-
ca lineare.
Il primo modo di vibrare si stima come:
T1 = C1 H3/4
Dove
H= 4.20 m altezza della costruzione in m dalle fondazioni
4.20 m
Superficie Peso strutturale Permanenti Variabile x ϕ Peso
Solaio piano terra 40.5 0.1500 0.0000 0.6000 30
Sviluppo Altezza Spessore Peso specifico
Profili 6
36 kN
W = 36 kN
z W 153 kNm
T1 0.249 s
Sd(T1)= 0.28 g
1
tagliante alla base Fh 10 kN
Copertura
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C1 = 0,085 per strutture a telaio in acciaio
T1 = 0,085x4,203/4 =0,25 s
Il tagliante alla base si determina come:
Fℎ = S𝑑(T1) ∙ W ∙
𝑔⁄
Dove :
Sd(T1) =0,216 g è lo spettro di progetto per il primo modo di vibrazione
W = 36,5 g è il peso della struttura
=1
Si ottiene quindi:
Fℎ = 0,28 g ∙ 36,5 g ∙ 1
𝑔⁄ = 10 𝑘𝑁
Il risultato ottenuto è in linea con quelli ottenuti dal calcolo automatico.
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2.1.11 PUNTO K)
2.1.11.1 INFORMAZIONI SUL CODICE DI CALCOLO
Si utilizza il software di calcolo MASTERSAP versione 2015 ad elementi finiti che permette l’analisi strut-
turale statica e sismica in ottemperanza al DM 14 gennaio 2008.
A seguito dell’analisi strutturale MASTERSAP realizza il dimensionamento di opere in c.a., metalliche
(acciaio e alluminio), legno, muratura in base alle disposizioni della normativa vigente scelta tra quelle
sopraelencate. Tale codice di calcolo è prodotto da AMV s.r.l con sede a Ronchi dei Legionari. La licenza
utilizzata è la numero 32903
2.1.11.2 AFFIDABILITÀ DEL CODICE UTILIZZATO
Il sottoscritto progettista ha preliminarmente esaminato la documentazione a corredo del software di
calcolo precedentemente descritto e ne ha valutato l’affidabilità e l’idoneità allo scopo della progettazio-
ne oggetto della relazione.
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2.1.12 PUNTO L)
2.1.12.1 REQUISITI DELLE FONDAZIONI
Le fondazioni previste per l’opera in oggetto sono di tipo superficiale a platea, sono impostate a circa -
0,40 m dal piano di campagna.. Il requisito fondamentale è il contenimento delle deformazioni a breve
ed a lungo termine.
COMBINAZIONE RARA ALLO SLE
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COMBINAZIONE SLU
2.1.12.2 VERIFICA CAPACITA’ PORTANTE
Si riportano le verifiche geotecniche confrontando le pressioni derivanti dall’analisi della struttura ai pa-
rametri ed ai valori forniti dalla relazione geologico – geotecnica.
L’approccio seguito per la verifica della capacità portante è il secondo considerando la combinazione A1
M1 R3
Caratteristiche geotecniche del terreno:
Peso specifico terreno: 17000 N/m3 Cu, coesione: 0.004 N/mm2
Angolo di attrito: 18.00 gradi Profondità di posa: 40.0 cm
Angolo di attrito terreno-fondazione 12.00 gradi Adesione terreno-fondazione: 0.013 N/mm2
Metodo di calcolo della capacità portante:
Criterio di: Eurocodice7
Coefficienti sismici globali:
Coefficiente sismico [khiX]: 0.278
Coefficiente sismico [khiY]: 0.278
Coefficiente sismico [khk]: 0.022
Tipo fondazione: platea
Area: 338130 cmq
Lato medio: 581 cm
Fattore di riduzione (Bowles) r: 0.884, Base ridotta B': 514 cm
Combinazione: 1 Descrizione: Dinamica azione sismica PRESENTE
Coefficienti parziali M di sicurezza per i parametri geotecnici del terreno
Tangente angolo res. taglio: 1.00
Coesione efficace: 1.00
Resistenza non drenata: 1.00
Peso dell'unita' di volume: 1.00
Coefficienti parziali R di sicurezza per le verifiche SLU
Capacita' portante: 2.30
Scorrimento: 1.10
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Fattore Nq: 5.26 Fattore Nc: 13.10 Fattore N: 2.77
Fatt. inclinazione del carico [iqX]: 0.98 Fatt. inclinazione del carico [icX]: 0.97 Fatt. inclinazione del carico [iX]: 0.33
Fatt. inclinazione del carico [iqY]: 0.98 Fatt. inclinazione del carico [icY]: 0.97 Fatt. inclinazione del carico [iY]: 0.33
Fattore di forma [sq]: 1.00 Fattore di forma [sc]: 1.00 Fattore di forma [s]: 1.00
Fattore di profondita' [dq]: 0.00 Fattore di profondita' [dc]: 0.00 Fattore di profondita' [d]: 0.00
Coefficiente correttivo [ek]: 0.97 Coefficiente correttivo [eiX]: 0.34 Coefficiente correttivo [eiY]: 0.34
Verifica della capacità portante
QUlt (sisma in dir.X): 125.750 kN/m2
QUlt (sisma in dir.Y): 125.750 kN/m2
Max pressione suolo: 8.499 kN/m2
Indice di resistenza: 0.16
Verifica a scorrimento
Carico orizzontale in dir.X agente sulla fondazione: 6.06 kN
Carico orizzontale in dir.Y agente sulla fondazione: 6.06 kN
Carico verticale agente sulla fondazione: 21.78 kN
Forza resistente per attrito: 450.96 kN
Indice di resistenza: 0.01
Combinazione: 2 Descrizione: Statica azione sismica ASSENTE
Coefficienti parziali M di sicurezza per i parametri geotecnici del terreno
Tangente angolo res. taglio: 1.00
Coesione efficace: 1.00
Resistenza non drenata: 1.00
Peso dell'unita' di volume: 1.00
Coefficienti parziali R di sicurezza per le verifiche SLU
Capacita' portante: 2.30
Scorrimento: 1.10
Fattore Nq: 5.26 Fattore Nc: 13.10 Fattore N: 2.77
Fatt. inclinazione del carico [iqX]: 1.00 Fatt. inclinazione del carico [icX]: 1.00 Fatt. inclinazione del carico [iX]: 1.00
Fatt. inclinazione del carico [iqY]: 1.00 Fatt. inclinazione del carico [icY]: 1.00 Fatt. inclinazione del carico [iY]: 1.00
Fattore di forma [sq]: 1.00 Fattore di forma [sc]: 1.00 Fattore di forma [s]: 1.00
Fattore di profondita' [dq]: 0.00 Fattore di profondita' [dc]: 0.00 Fattore di profondita' [d]: 0.00
Coefficiente correttivo [ek]: 0.00 Coefficiente correttivo [eiX]: 0.00 Coefficiente correttivo [eiY]: 0.00
Verifica della capacità portante
QUlt: 209.073 kN/m2
Max pressione suolo: 17.970 kN/m2
Indice di resistenza: 0.20
Combinazione: 3 Descrizione: Rara azione sismica ASSENTE
Coefficienti parziali M di sicurezza per i parametri geotecnici del terreno
Tangente angolo res. taglio: 1.00
Coesione efficace: 1.00
Resistenza non drenata: 1.00
Peso dell'unita' di volume: 1.00
Coeff. sicurezza SLE: 3.0
Fattore Nq: 5.26 Fattore Nc: 13.10 Fattore N: 2.77
Fatt. inclinazione del carico [iqX]: 1.00 Fatt. inclinazione del carico [icX]: 1.00 Fatt. inclinazione del carico [iX]: 1.00
Fatt. inclinazione del carico [iqY]: 1.00 Fatt. inclinazione del carico [icY]: 1.00 Fatt. inclinazione del carico [iY]: 1.00
Fattore di forma [sq]: 1.00 Fattore di forma [sc]: 1.00 Fattore di forma [s]: 1.00
Fattore di profondita' [dq]: 0.00 Fattore di profondita' [dc]: 0.00 Fattore di profondita' [d]: 0.00
Coefficiente correttivo [ek]: 0.00 Coefficiente correttivo [eiX]: 0.00 Coefficiente correttivo [eiY]: 0.00
Verifica della capacità portante
QUlt: 209.073 kN/m2
Max pressione suolo: 14.526 kN/m2
Indice di resistenza: 0.21
Combinazione: 4 Descrizione: Frequente azione sismica ASSENTE
Coefficienti parziali M di sicurezza per i parametri geotecnici del terreno
Tangente angolo res. taglio: 1.00
Coesione efficace: 1.00
Resistenza non drenata: 1.00
Peso dell'unita' di volume: 1.00
Coeff. sicurezza SLE: 3.0
Fattore Nq: 5.26 Fattore Nc: 13.10 Fattore N: 2.77
Fatt. inclinazione del carico [iqX]: 1.00 Fatt. inclinazione del carico [icX]: 1.00 Fatt. inclinazione del carico [iX]: 1.00
Fatt. inclinazione del carico [iqY]: 1.00 Fatt. inclinazione del carico [icY]: 1.00 Fatt. inclinazione del carico [iY]: 1.00
Fattore di forma [sq]: 1.00 Fattore di forma [sc]: 1.00 Fattore di forma [s]: 1.00
Fattore di profondita' [dq]: 0.00 Fattore di profondita' [dc]: 0.00 Fattore di profondita' [d]: 0.00
Coefficiente correttivo [ek]: 0.00 Coefficiente correttivo [eiX]: 0.00 Coefficiente correttivo [eiY]: 0.00
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Verifica della capacità portante
QUlt: 209.073 kN/m2
Max pressione suolo: 8.702 kN/m2
Indice di resistenza: 0.12
Combinazione: 5 Descrizione: Quasi permanente azione sismica ASSENTE
Coefficienti parziali M di sicurezza per i parametri geotecnici del terreno
Tangente angolo res. taglio: 1.00
Coesione efficace: 1.00
Resistenza non drenata: 1.00
Peso dell'unita' di volume: 1.00
Coeff. sicurezza SLE: 3.0
Fattore Nq: 5.26 Fattore Nc: 13.10 Fattore N: 2.77
Fatt. inclinazione del carico [iqX]: 1.00 Fatt. inclinazione del carico [icX]: 1.00 Fatt. inclinazione del carico [iX]: 1.00
Fatt. inclinazione del carico [iqY]: 1.00 Fatt. inclinazione del carico [icY]: 1.00 Fatt. inclinazione del carico [iY]: 1.00
Fattore di forma [sq]: 1.00 Fattore di forma [sc]: 1.00 Fattore di forma [s]: 1.00
Fattore di profondita' [dq]: 0.00 Fattore di profondita' [dc]: 0.00 Fattore di profondita' [d]: 0.00
Coefficiente correttivo [ek]: 0.00 Coefficiente correttivo [eiX]: 0.00 Coefficiente correttivo [eiY]: 0.00
Verifica della capacità portante
QUlt: 209.073 kN/m2
Max pressione suolo: 7.246 kN/m2
Indice di resistenza: 0.10
Combinazione: 7 Descrizione: Vento azione sismica ASSENTE
Coefficienti parziali M di sicurezza per i parametri geotecnici del terreno
Tangente angolo res. taglio: 1.00
Coesione efficace: 1.00
Resistenza non drenata: 1.00
Peso dell'unita' di volume: 1.00
Coefficienti parziali R di sicurezza per le verifiche SLU
Capacita' portante: 2.30
Scorrimento: 1.10
Fattore Nq: 5.26 Fattore Nc: 13.10 Fattore N: 2.77
Fatt. inclinazione del carico [iqX]: 1.00 Fatt. inclinazione del carico [icX]: 1.00 Fatt. inclinazione del carico [iX]: 1.00
Fatt. inclinazione del carico [iqY]: 1.00 Fatt. inclinazione del carico [icY]: 1.00 Fatt. inclinazione del carico [iY]: 1.00
Fattore di forma [sq]: 1.00 Fattore di forma [sc]: 1.00 Fattore di forma [s]: 1.00
Fattore di profondita' [dq]: 0.00 Fattore di profondita' [dc]: 0.00 Fattore di profondita' [d]: 0.00
Coefficiente correttivo [ek]: 0.00 Coefficiente correttivo [eiX]: 0.00 Coefficiente correttivo [eiY]: 0.00
Verifica della capacità portante
QUlt: 209.073 kN/m2
Max pressione suolo: 5.875 kN/m2
Indice di resistenza: 0.06
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2.2 VERIFICHE
2.2.1 VERIFICHE ELEMENTI IN ACCIAIO
2.2.1.1 MINUTA ORDITURA
La minuta orditur è realizzata con tubolari quadri 60x60x4 mm e lavora una luce massima pari a 3,00 m. Il carico di progetto è pari a
q = 1,50 x 0,15 + 1,5 x 1,20 +1,5 x 0,6 x 0,83 = 2,77 kN/mq
i profili sono dipsosti ad interasse di 1,00m.
Msd = 2,77 x 32 / 8 = 3,11 kNm
Il profilo utilizzato presenta un momento resistente W = 15,1 cm3
fsd = 3110000/15100 kNm = 205 N/mm2 < fyd = 261 N/mm2
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2.2.1.2 TELAI IN ACCIAO
Nel diagramma sottoriportato si rappresenta l’inviluppo dei tassi di sfuttamento degli elementi.
Lavoro: Pensilina Intestazione lavoro: Pensilina
Elemento: TRAVE Metodo di verifica: Eurocodice 3 - NTC 2008
Gruppo: 2 Descrizione: Travi
Tabella: Tabella travi
Tipo acciaio: S 275 Beta piano 'yx': 1.000 Beta piano 'zx': 1.000
Tipologia sismica: Senza prescrizioni aggiuntive
M0: 1.050 M1': 1.050 M1'': 1.050 M2: 1.250 rv: 0.000 M0 Pf: 1.000 M1 Pf: 1.000
Tipo collegamento: saldato Connessione su un solo lato Connessione sul lato corto (solo 'L')
ASTA NUM. 1 NI 62 NF 58 Lungh. 450.0 cm SEZ. 1 Ps HEA 100
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.672 0.221 0.006 0.000 0.029 0.549 1 0.00 0.00 0.03
1B 0 -0.672 0.244 0.006 0.000 0.029 0.472 1 0.00 0.00 0.02
1C 0 -0.672 0.221 -0.006 0.000 -0.029 0.549 1 0.00 0.00 0.03
1D 0 -0.672 0.244 -0.006 0.000 -0.029 0.472 1 0.00 0.00 0.02
1E 0 1.046 0.221 0.006 0.000 0.029 0.549 1 0.00 0.00 0.03
1F 0 1.046 0.244 0.006 0.000 0.029 0.472 1 0.00 0.00 0.02
1G 0 1.046 0.221 -0.006 0.000 -0.029 0.549 1 0.00 0.00 0.03
1H 0 1.046 0.244 -0.006 0.000 -0.029 0.472 1 0.00 0.00 0.02
1I 0 -2.676 0.194 0.002 0.000 0.009 0.639 1 0.00 0.00 0.03
1J 0 -2.676 0.271 0.002 0.000 0.009 0.382 1 0.00 0.00 0.02
1K 0 -2.676 0.194 -0.002 0.000 -0.009 0.639 1 0.00 0.00 0.03
1L 0 -2.676 0.271 -0.002 0.000 -0.009 0.382 1 0.00 0.00 0.02
1M 0 3.050 0.194 0.002 0.000 0.009 0.639 1 0.00 0.01 0.03
1N 0 3.050 0.271 0.002 0.000 0.009 0.382 1 0.00 0.01 0.02
1O 0 3.050 0.194 -0.002 0.000 -0.009 0.639 1 0.00 0.01 0.03
1P 0 3.050 0.271 -0.002 0.000 -0.009 0.382 1 0.00 0.01 0.02
2 0 -2.492 -1.869 -0.000 0.000 -0.000 9.731 1 0.02 0.00 0.45
7 0 6.794 1.395 -0.000 0.000 -0.000 -4.284 1 0.01 0.01 0.20
1A 225 -0.672 -0.146 0.006 0.000 0.016 0.633 1 0.00 0.00 0.03
1B 225 -0.672 -0.123 0.006 0.000 0.016 0.608 1 0.00 0.00 0.03
1C 225 -0.672 -0.146 -0.006 0.000 -0.016 0.633 1 0.00 0.00 0.03
1D 225 -0.672 -0.123 -0.006 0.000 -0.016 0.608 1 0.00 0.00 0.03
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1E 225 1.046 -0.146 0.006 0.000 0.016 0.633 1 0.00 0.00 0.03
1F 225 1.046 -0.123 0.006 0.000 0.016 0.608 1 0.00 0.00 0.03
1G 225 1.046 -0.146 -0.006 0.000 -0.016 0.633 1 0.00 0.00 0.03
1H 225 1.046 -0.123 -0.006 0.000 -0.016 0.608 1 0.00 0.00 0.03
1I 225 -2.676 -0.173 0.002 0.000 0.005 0.662 1 0.00 0.00 0.03
1J 225 -2.676 -0.096 0.002 0.000 0.005 0.579 1 0.00 0.00 0.03
1K 225 -2.676 -0.173 -0.002 0.000 -0.005 0.662 1 0.00 0.00 0.03
1L 225 -2.676 -0.096 -0.002 0.000 -0.005 0.579 1 0.00 0.00 0.03
1M 225 3.050 -0.173 0.002 0.000 0.005 0.662 1 0.00 0.01 0.03
1N 225 3.050 -0.096 0.002 0.000 0.005 0.579 1 0.00 0.01 0.03
1O 225 3.050 -0.173 -0.002 0.000 -0.005 0.662 1 0.00 0.01 0.03
1P 225 3.050 -0.096 -0.002 0.000 -0.005 0.579 1 0.00 0.01 0.03
2 225 -2.492 -2.347 -0.000 0.000 -0.000 4.988 1 0.02 0.00 0.23
7 225 6.794 1.028 -0.000 0.000 -0.000 -1.559 1 0.01 0.01 0.07
1A 450 -0.672 -0.514 0.006 0.000 0.003 -0.109 1 0.00 0.00 0.01
1B 450 -0.672 -0.490 0.006 0.000 0.003 -0.082 1 0.00 0.00 0.00
1C 450 -0.672 -0.514 -0.006 0.000 -0.003 -0.109 1 0.00 0.00 0.01
1D 450 -0.672 -0.490 -0.006 0.000 -0.003 -0.082 1 0.00 0.00 0.00
1E 450 1.046 -0.514 0.006 0.000 0.003 -0.109 1 0.00 0.00 0.01
1F 450 1.046 -0.490 0.006 0.000 0.003 -0.082 1 0.00 0.00 0.00
1G 450 1.046 -0.514 -0.006 0.000 -0.003 -0.109 1 0.00 0.00 0.01
1H 450 1.046 -0.490 -0.006 0.000 -0.003 -0.082 1 0.00 0.00 0.00
1I 450 -2.676 -0.541 0.002 0.000 0.001 -0.141 1 0.00 0.00 0.01
1J 450 -2.676 -0.463 0.002 0.000 0.001 -0.050 1 0.00 0.00 0.00
1K 450 -2.676 -0.541 -0.002 0.000 -0.001 -0.141 1 0.00 0.00 0.01
1L 450 -2.676 -0.463 -0.002 0.000 -0.001 -0.050 1 0.00 0.00 0.00
1M 450 3.050 -0.541 0.002 0.000 0.001 -0.141 1 0.00 0.01 0.01
1N 450 3.050 -0.463 0.002 0.000 0.001 -0.050 1 0.00 0.01 0.00
1O 450 3.050 -0.541 -0.002 0.000 -0.001 -0.141 1 0.00 0.01 0.01
1P 450 3.050 -0.463 -0.002 0.000 -0.001 -0.050 1 0.00 0.01 0.00
2 450 -2.492 -2.824 -0.000 0.000 -0.000 -0.830 1 0.02 0.00 0.04
7 450 6.794 0.660 -0.000 0.000 -0.000 0.339 1 0.01 0.01 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.672 0.029 0.633 1 0.1831 1.0037 1.0032 -- -- 0.01 -- 0.04 Snell. 'zx'= 179
1B -0.672 0.029 0.608 1 0.1831 1.0037 1.0035 -- -- 0.01 -- 0.04 Snell. 'zx'= 179
1C -0.672 -0.029 0.633 1 0.1831 1.0037 1.0032 -- -- 0.01 -- 0.04 Snell. 'zx'= 179
1D -0.672 -0.029 0.608 1 0.1831 1.0037 1.0035 -- -- 0.01 -- 0.04 Snell. 'zx'= 179
1I -2.676 0.009 0.662 1 0.1831 1.0148 1.0118 -- -- 0.03 -- 0.06 Snell. 'zx'= 179
1J -2.676 0.009 0.579 1 0.1831 1.0148 1.0154 -- -- 0.03 -- 0.05 Snell. 'zx'= 179
1K -2.676 -0.009 0.662 1 0.1831 1.0148 1.0118 -- -- 0.03 -- 0.06 Snell. 'zx'= 179
1L -2.676 -0.009 0.579 1 0.1831 1.0148 1.0154 -- -- 0.03 -- 0.05 Snell. 'zx'= 179
2 -2.492 -0.000 9.731 1 0.1831 1.1822 1.0030 -- -- 0.02 -- 0.47 Snell. 'zx'= 179
ASTA NUM. 2 NI 62 NF 518 Lungh. 230.5 cm SEZ. 1 Ps HEA 100
categoria: p.p. y Neve Vento qy tot.
qy medio: 0.60 3.43 2.55 6.58 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.547 1.462 0.000 0.000 0.000 -0.638 1 0.01 0.00 0.03
1B 0 -0.547 1.498 0.000 0.000 0.000 -0.646 1 0.01 0.00 0.03
1C 0 -0.547 1.462 0.000 0.000 0.000 -0.638 1 0.01 0.00 0.03
1D 0 -0.547 1.498 0.000 0.000 0.000 -0.646 1 0.01 0.00 0.03
1E 0 -0.547 1.462 0.000 0.000 0.000 -0.638 1 0.01 0.00 0.03
1F 0 -0.547 1.498 0.000 0.000 0.000 -0.646 1 0.01 0.00 0.03
1G 0 -0.547 1.462 0.000 0.000 0.000 -0.638 1 0.01 0.00 0.03
1H 0 -0.547 1.498 0.000 0.000 0.000 -0.646 1 0.01 0.00 0.03
1I 0 -0.547 1.421 0.000 0.000 0.000 -0.629 1 0.01 0.00 0.03
1J 0 -0.547 1.539 0.000 0.000 0.000 -0.655 1 0.01 0.00 0.03
1K 0 -0.547 1.421 0.000 0.000 0.000 -0.629 1 0.01 0.00 0.03
1L 0 -0.547 1.539 0.000 0.000 0.000 -0.655 1 0.01 0.00 0.03
1M 0 -0.547 1.421 0.000 0.000 0.000 -0.629 1 0.01 0.00 0.03
1N 0 -0.547 1.539 0.000 0.000 0.000 -0.655 1 0.01 0.00 0.03
1O 0 -0.547 1.421 0.000 0.000 0.000 -0.629 1 0.01 0.00 0.03
1P 0 -0.547 1.539 0.000 0.000 0.000 -0.655 1 0.01 0.00 0.03
2 0 -1.808 20.830 0.000 0.000 0.000 -11.010 1 0.18 0.00 0.51
7 0 -6.050 -8.221 0.000 0.000 0.000 4.499 1 0.07 0.01 0.21
1A 115 -0.394 0.772 0.000 0.000 0.000 0.689 1 0.01 0.00 0.03
1B 115 -0.394 0.808 0.000 0.000 0.000 0.644 1 0.01 0.00 0.03
1C 115 -0.394 0.772 0.000 0.000 0.000 0.689 1 0.01 0.00 0.03
1D 115 -0.394 0.808 0.000 0.000 0.000 0.644 1 0.01 0.00 0.03
1E 115 -0.394 0.772 0.000 0.000 0.000 0.689 1 0.01 0.00 0.03
1F 115 -0.394 0.808 0.000 0.000 0.000 0.644 1 0.01 0.00 0.03
1G 115 -0.394 0.772 0.000 0.000 0.000 0.689 1 0.01 0.00 0.03
1H 115 -0.394 0.808 0.000 0.000 0.000 0.644 1 0.01 0.00 0.03
1I 115 -0.394 0.731 0.000 0.000 0.000 0.741 1 0.01 0.00 0.03
1J 115 -0.394 0.849 0.000 0.000 0.000 0.591 1 0.01 0.00 0.03
1K 115 -0.394 0.731 0.000 0.000 0.000 0.741 1 0.01 0.00 0.03
1L 115 -0.394 0.849 0.000 0.000 0.000 0.591 1 0.01 0.00 0.03
1M 115 -0.394 0.731 0.000 0.000 0.000 0.741 1 0.01 0.00 0.03
1N 115 -0.394 0.849 0.000 0.000 0.000 0.591 1 0.01 0.00 0.03
1O 115 -0.394 0.731 0.000 0.000 0.000 0.741 1 0.01 0.00 0.03
1P 115 -0.394 0.849 0.000 0.000 0.000 0.591 1 0.01 0.00 0.03
2 115 -0.291 11.358 0.000 0.000 0.000 7.538 1 0.10 0.00 0.35
7 115 -5.897 -4.503 0.000 0.000 0.000 -2.833 1 0.04 0.01 0.13
1A 230 -0.241 0.082 0.000 0.000 0.000 1.220 1 0.00 0.00 0.06
1B 230 -0.241 0.118 0.000 0.000 0.000 1.138 1 0.00 0.00 0.05
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 60
1C 230 -0.241 0.082 0.000 0.000 0.000 1.220 1 0.00 0.00 0.06
1D 230 -0.241 0.118 0.000 0.000 0.000 1.138 1 0.00 0.00 0.05
1E 230 -0.241 0.082 0.000 0.000 0.000 1.220 1 0.00 0.00 0.06
1F 230 -0.241 0.118 0.000 0.000 0.000 1.138 1 0.00 0.00 0.05
1G 230 -0.241 0.082 0.000 0.000 0.000 1.220 1 0.00 0.00 0.06
1H 230 -0.241 0.118 0.000 0.000 0.000 1.138 1 0.00 0.00 0.05
1I 230 -0.241 0.041 0.000 0.000 0.000 1.316 1 0.00 0.00 0.06
1J 230 -0.241 0.159 0.000 0.000 0.000 1.042 1 0.00 0.00 0.05
1K 230 -0.241 0.041 0.000 0.000 0.000 1.316 1 0.00 0.00 0.06
1L 230 -0.241 0.159 0.000 0.000 0.000 1.042 1 0.00 0.00 0.05
1M 230 -0.241 0.041 0.000 0.000 0.000 1.316 1 0.00 0.00 0.06
1N 230 -0.241 0.159 0.000 0.000 0.000 1.042 1 0.00 0.00 0.05
1O 230 -0.241 0.041 0.000 0.000 0.000 1.316 1 0.00 0.00 0.06
1P 230 -0.241 0.159 0.000 0.000 0.000 1.042 1 0.00 0.00 0.05
2 230 1.226 1.886 0.000 0.000 0.000 15.170 1 0.02 0.00 0.70
7 230 -5.744 -0.785 0.000 0.000 0.000 -5.880 1 0.01 0.01 0.27
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.547 0.000 1.220 1 0.5025 1.0070 1.0030 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1B -0.547 0.000 1.138 1 0.5025 1.0070 1.0033 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1C -0.547 0.000 1.220 1 0.5025 1.0070 1.0030 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1D -0.547 0.000 1.138 1 0.5025 1.0070 1.0033 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1E -0.547 0.000 1.220 1 0.5025 1.0070 1.0030 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1F -0.547 0.000 1.138 1 0.5025 1.0070 1.0033 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1G -0.547 0.000 1.220 1 0.5025 1.0070 1.0030 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1H -0.547 0.000 1.138 1 0.5025 1.0070 1.0033 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1I -0.547 0.000 1.316 1 0.5025 1.0070 1.0028 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1J -0.547 0.000 1.042 1 0.5025 1.0070 1.0036 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1K -0.547 0.000 1.316 1 0.5025 1.0070 1.0028 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1L -0.547 0.000 1.042 1 0.5025 1.0070 1.0036 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1M -0.547 0.000 1.316 1 0.5025 1.0070 1.0028 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1N -0.547 0.000 1.042 1 0.5025 1.0070 1.0036 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1O -0.547 0.000 1.316 1 0.5025 1.0070 1.0028 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1P -0.547 0.000 1.042 1 0.5025 1.0070 1.0036 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
2 -1.808 0.000 15.170 1 0.5025 1.0231 0.9989 -- -- 0.01 -- 0.70 Snell. 'zx'= 92
7 -6.050 0.000 -5.880 1 0.5025 1.0773 1.0009 -- -- 0.02 -- 0.29 Snell. 'zx'= 92
ASTA NUM. 3 NI 63 NF 57 Lungh. 461.0 cm SEZ. 1 Ps HEA 100
categoria: p.p. y Neve Vento qy tot.
qy medio: 0.60 3.43 2.55 6.58 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.550 1.472 -0.000 0.000 -0.000 -0.600 1 0.01 0.00 0.03
1B 0 -0.550 1.488 -0.000 0.000 -0.000 -0.684 1 0.01 0.00 0.03
1C 0 -0.550 1.472 -0.000 0.000 -0.000 -0.600 1 0.01 0.00 0.03
1D 0 -0.550 1.488 -0.000 0.000 -0.000 -0.684 1 0.01 0.00 0.03
1E 0 -0.550 1.472 -0.000 0.000 -0.000 -0.600 1 0.01 0.00 0.03
1F 0 -0.550 1.488 -0.000 0.000 -0.000 -0.684 1 0.01 0.00 0.03
1G 0 -0.550 1.472 -0.000 0.000 -0.000 -0.600 1 0.01 0.00 0.03
1H 0 -0.550 1.488 -0.000 0.000 -0.000 -0.684 1 0.01 0.00 0.03
1I 0 -0.550 1.468 -0.000 0.000 -0.000 -0.578 1 0.01 0.00 0.03
1J 0 -0.550 1.492 -0.000 0.000 -0.000 -0.705 1 0.01 0.00 0.03
1K 0 -0.550 1.468 -0.000 0.000 -0.000 -0.578 1 0.01 0.00 0.03
1L 0 -0.550 1.492 -0.000 0.000 -0.000 -0.705 1 0.01 0.00 0.03
1M 0 -0.550 1.468 -0.000 0.000 -0.000 -0.578 1 0.01 0.00 0.03
1N 0 -0.550 1.492 -0.000 0.000 -0.000 -0.705 1 0.01 0.00 0.03
1O 0 -0.550 1.468 -0.000 0.000 -0.000 -0.578 1 0.01 0.00 0.03
1P 0 -0.550 1.492 -0.000 0.000 -0.000 -0.705 1 0.01 0.00 0.03
2 0 -1.821 20.830 -0.000 0.000 -0.001 -11.010 1 0.18 0.00 0.51
7 0 -6.053 -8.221 0.000 0.000 0.000 4.498 1 0.07 0.01 0.21
1A 230 -0.243 0.092 -0.000 0.000 -0.000 1.203 1 0.00 0.00 0.06
1B 230 -0.243 0.108 -0.000 0.000 -0.000 1.155 1 0.00 0.00 0.05
1C 230 -0.243 0.092 -0.000 0.000 -0.000 1.203 1 0.00 0.00 0.06
1D 230 -0.243 0.108 -0.000 0.000 -0.000 1.155 1 0.00 0.00 0.05
1E 230 -0.243 0.092 -0.000 0.000 -0.000 1.203 1 0.00 0.00 0.06
1F 230 -0.243 0.108 -0.000 0.000 -0.000 1.155 1 0.00 0.00 0.05
1G 230 -0.243 0.092 -0.000 0.000 -0.000 1.203 1 0.00 0.00 0.06
1H 230 -0.243 0.108 -0.000 0.000 -0.000 1.155 1 0.00 0.00 0.05
1I 230 -0.243 0.088 -0.000 0.000 -0.000 1.215 1 0.00 0.00 0.06
1J 230 -0.243 0.112 -0.000 0.000 -0.000 1.142 1 0.00 0.00 0.05
1K 230 -0.243 0.088 -0.000 0.000 -0.000 1.215 1 0.00 0.00 0.06
1L 230 -0.243 0.112 -0.000 0.000 -0.000 1.142 1 0.00 0.00 0.05
1M 230 -0.243 0.088 -0.000 0.000 -0.000 1.215 1 0.00 0.00 0.06
1N 230 -0.243 0.112 -0.000 0.000 -0.000 1.142 1 0.00 0.00 0.05
1O 230 -0.243 0.088 -0.000 0.000 -0.000 1.215 1 0.00 0.00 0.06
1P 230 -0.243 0.112 -0.000 0.000 -0.000 1.142 1 0.00 0.00 0.05
2 230 1.214 1.885 -0.000 0.000 -0.000 15.169 1 0.02 0.00 0.70
7 230 -5.747 -0.785 0.000 0.000 0.000 -5.881 1 0.01 0.01 0.27
1A 461 0.064 -1.288 -0.000 0.000 0.000 -0.175 1 0.01 0.00 0.01
1B 461 0.064 -1.272 -0.000 0.000 0.000 -0.187 1 0.01 0.00 0.01
1C 461 0.064 -1.288 -0.000 0.000 0.000 -0.175 1 0.01 0.00 0.01
1D 461 0.064 -1.272 -0.000 0.000 0.000 -0.187 1 0.01 0.00 0.01
1E 461 0.064 -1.288 -0.000 0.000 0.000 -0.175 1 0.01 0.00 0.01
1F 461 0.064 -1.272 -0.000 0.000 0.000 -0.187 1 0.01 0.00 0.01
1G 461 0.064 -1.288 -0.000 0.000 0.000 -0.175 1 0.01 0.00 0.01
1H 461 0.064 -1.272 -0.000 0.000 0.000 -0.187 1 0.01 0.00 0.01
1I 461 0.064 -1.292 -0.000 0.000 0.000 -0.172 1 0.01 0.00 0.01
1J 461 0.064 -1.268 -0.000 0.000 0.000 -0.190 1 0.01 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 61
1K 461 0.064 -1.292 -0.000 0.000 0.000 -0.172 1 0.01 0.00 0.01
1L 461 0.064 -1.268 -0.000 0.000 0.000 -0.190 1 0.01 0.00 0.01
1M 461 0.064 -1.292 -0.000 0.000 0.000 -0.172 1 0.01 0.00 0.01
1N 461 0.064 -1.268 -0.000 0.000 0.000 -0.190 1 0.01 0.00 0.01
1O 461 0.064 -1.292 -0.000 0.000 0.000 -0.172 1 0.01 0.00 0.01
1P 461 0.064 -1.268 -0.000 0.000 0.000 -0.190 1 0.01 0.00 0.01
2 461 4.248 -17.060 -0.000 0.000 0.000 -2.316 1 0.15 0.01 0.11
7 461 -5.440 6.651 0.000 0.000 -0.000 0.880 1 0.06 0.01 0.04
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.550 -0.000 1.203 1 0.1756 1.0430 1.0163 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1B -0.550 -0.000 1.155 1 0.1756 1.0430 1.0168 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1C -0.550 -0.000 1.203 1 0.1756 1.0430 1.0163 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1D -0.550 -0.000 1.155 1 0.1756 1.0430 1.0168 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1E -0.550 -0.000 1.203 1 0.1756 1.0430 1.0163 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1F -0.550 -0.000 1.155 1 0.1756 1.0430 1.0168 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1G -0.550 -0.000 1.203 1 0.1756 1.0430 1.0163 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1H -0.550 -0.000 1.155 1 0.1756 1.0430 1.0168 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1I -0.550 -0.000 1.215 1 0.1756 1.0430 1.0161 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1J -0.550 -0.000 1.142 1 0.1756 1.0430 1.0169 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1K -0.550 -0.000 1.215 1 0.1756 1.0430 1.0161 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1L -0.550 -0.000 1.142 1 0.1756 1.0430 1.0169 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1M -0.550 -0.000 1.215 1 0.1756 1.0430 1.0161 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1N -0.550 -0.000 1.142 1 0.1756 1.0430 1.0169 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1O -0.550 -0.000 1.215 1 0.1756 1.0430 1.0161 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1P -0.550 -0.000 1.142 1 0.1756 1.0430 1.0169 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
2 -1.821 -0.001 15.169 1 0.1756 0.9872 1.0100 -- -- 0.02 -- 0.72 Snell. 'zx'= 183
7 -6.053 0.000 -5.881 1 0.1756 0.9468 1.0552 -- -- 0.06 -- 0.35 Snell. 'zx'= 183
ASTA NUM. 4 NI 63 NF 59 Lungh. 450.0 cm SEZ. 1 Ps HEA 100
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -1.973 0.212 0.005 0.000 0.028 0.573 1 0.00 0.00 0.03
1B 0 -1.973 0.254 0.005 0.000 0.028 0.449 1 0.00 0.00 0.02
1C 0 -1.973 0.212 -0.005 0.000 -0.028 0.573 1 0.00 0.00 0.03
1D 0 -1.973 0.254 -0.005 0.000 -0.028 0.449 1 0.00 0.00 0.02
1E 0 2.357 0.212 0.005 0.000 0.028 0.573 1 0.00 0.00 0.03
1F 0 2.357 0.254 0.005 0.000 0.028 0.449 1 0.00 0.00 0.02
1G 0 2.357 0.212 -0.005 0.000 -0.028 0.573 1 0.00 0.00 0.03
1H 0 2.357 0.254 -0.005 0.000 -0.028 0.449 1 0.00 0.00 0.02
1I 0 -3.108 0.201 0.003 0.000 0.011 0.604 1 0.00 0.01 0.03
1J 0 -3.108 0.264 0.003 0.000 0.011 0.417 1 0.00 0.01 0.02
1K 0 -3.108 0.201 -0.003 0.000 -0.011 0.604 1 0.00 0.01 0.03
1L 0 -3.108 0.264 -0.003 0.000 -0.011 0.417 1 0.00 0.01 0.02
1M 0 3.493 0.201 0.003 0.000 0.011 0.604 1 0.00 0.01 0.03
1N 0 3.493 0.264 0.003 0.000 0.011 0.417 1 0.00 0.01 0.02
1O 0 3.493 0.201 -0.003 0.000 -0.011 0.604 1 0.00 0.01 0.03
1P 0 3.493 0.264 -0.003 0.000 -0.011 0.417 1 0.00 0.01 0.02
2 0 -2.457 -1.870 0.000 0.000 0.001 9.733 1 0.02 0.00 0.45
7 0 6.790 1.395 -0.000 0.000 -0.000 -4.285 1 0.01 0.01 0.20
1A 225 -1.973 -0.155 0.005 0.000 0.018 0.636 1 0.00 0.00 0.03
1B 225 -1.973 -0.114 0.005 0.000 0.018 0.606 1 0.00 0.00 0.03
1C 225 -1.973 -0.155 -0.005 0.000 -0.018 0.636 1 0.00 0.00 0.03
1D 225 -1.973 -0.114 -0.005 0.000 -0.018 0.606 1 0.00 0.00 0.03
1E 225 2.357 -0.155 0.005 0.000 0.018 0.636 1 0.00 0.00 0.03
1F 225 2.357 -0.114 0.005 0.000 0.018 0.606 1 0.00 0.00 0.03
1G 225 2.357 -0.155 -0.005 0.000 -0.018 0.636 1 0.00 0.00 0.03
1H 225 2.357 -0.114 -0.005 0.000 -0.018 0.606 1 0.00 0.00 0.03
1I 225 -3.108 -0.166 0.003 0.000 0.002 0.644 1 0.00 0.01 0.03
1J 225 -3.108 -0.103 0.003 0.000 0.002 0.598 1 0.00 0.01 0.03
1K 225 -3.108 -0.166 -0.003 0.000 -0.002 0.644 1 0.00 0.01 0.03
1L 225 -3.108 -0.103 -0.003 0.000 -0.002 0.598 1 0.00 0.01 0.03
1M 225 3.493 -0.166 0.003 0.000 0.002 0.644 1 0.00 0.01 0.03
1N 225 3.493 -0.103 0.003 0.000 0.002 0.598 1 0.00 0.01 0.03
1O 225 3.493 -0.166 -0.003 0.000 -0.002 0.644 1 0.00 0.01 0.03
1P 225 3.493 -0.103 -0.003 0.000 -0.002 0.598 1 0.00 0.01 0.03
2 225 -2.457 -2.348 0.000 0.000 0.000 4.989 1 0.02 0.00 0.23
7 225 6.790 1.028 -0.000 0.000 0.000 -1.560 1 0.01 0.01 0.07
1A 450 -1.973 -0.523 0.005 0.000 0.008 -0.127 1 0.00 0.00 0.01
1B 450 -1.973 -0.481 0.005 0.000 0.008 -0.063 1 0.00 0.00 0.00
1C 450 -1.973 -0.523 -0.005 0.000 -0.008 -0.127 1 0.00 0.00 0.01
1D 450 -1.973 -0.481 -0.005 0.000 -0.008 -0.063 1 0.00 0.00 0.00
1E 450 2.357 -0.523 0.005 0.000 0.008 -0.127 1 0.00 0.00 0.01
1F 450 2.357 -0.481 0.005 0.000 0.008 -0.063 1 0.00 0.00 0.00
1G 450 2.357 -0.523 -0.005 0.000 -0.008 -0.127 1 0.00 0.00 0.01
1H 450 2.357 -0.481 -0.005 0.000 -0.008 -0.063 1 0.00 0.00 0.00
1I 450 -3.108 -0.533 0.003 0.000 -0.008 -0.143 1 0.00 0.01 0.01
1J 450 -3.108 -0.470 0.003 0.000 -0.008 -0.047 1 0.00 0.01 0.00
1K 450 -3.108 -0.533 -0.003 0.000 0.008 -0.143 1 0.00 0.01 0.01
1L 450 -3.108 -0.470 -0.003 0.000 0.008 -0.047 1 0.00 0.01 0.00
1M 450 3.493 -0.533 0.003 0.000 -0.008 -0.143 1 0.00 0.01 0.01
1N 450 3.493 -0.470 0.003 0.000 -0.008 -0.047 1 0.00 0.01 0.00
1O 450 3.493 -0.533 -0.003 0.000 0.008 -0.143 1 0.00 0.01 0.01
1P 450 3.493 -0.470 -0.003 0.000 0.008 -0.047 1 0.00 0.01 0.00
2 450 -2.457 -2.825 0.000 0.000 -0.001 -0.830 1 0.02 0.00 0.04
7 450 6.790 0.660 -0.000 0.000 0.001 0.340 1 0.01 0.01 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 62
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -1.973 0.028 0.636 1 0.1831 1.0210 1.0092 -- -- 0.02 -- 0.05 Snell. 'zx'= 179
1B -1.973 0.028 0.606 1 0.1831 1.0210 1.0107 -- -- 0.02 -- 0.05 Snell. 'zx'= 179
1C -1.973 -0.028 0.636 1 0.1831 1.0213 1.0092 -- -- 0.02 -- 0.05 Snell. 'zx'= 179
1D -1.973 -0.028 0.606 1 0.1831 1.0213 1.0107 -- -- 0.02 -- 0.05 Snell. 'zx'= 179
1I -3.108 0.011 0.644 1 0.1831 0.9738 1.0139 -- -- 0.03 -- 0.06 Snell. 'zx'= 179
1J -3.108 0.011 0.598 1 0.1831 0.9738 1.0175 -- -- 0.03 -- 0.06 Snell. 'zx'= 179
1K -3.108 -0.011 0.644 1 0.1831 0.9738 1.0139 -- -- 0.03 -- 0.06 Snell. 'zx'= 179
1L -3.108 -0.011 0.598 1 0.1831 0.9738 1.0175 -- -- 0.03 -- 0.06 Snell. 'zx'= 179
2 -2.457 0.001 9.733 1 0.1831 0.9793 1.0029 -- -- 0.02 -- 0.47 Snell. 'zx'= 179
ASTA NUM. 5 NI 61 NF 55 Lungh. 461.0 cm SEZ. 1 Ps HEA 100
categoria: p.p. y Neve Vento qy tot.
qy medio: 0.60 3.43 2.55 6.58 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.550 1.472 0.000 0.000 0.000 -0.599 1 0.01 0.00 0.03
1B 0 -0.550 1.488 0.000 0.000 0.000 -0.684 1 0.01 0.00 0.03
1C 0 -0.550 1.472 0.000 0.000 0.000 -0.599 1 0.01 0.00 0.03
1D 0 -0.550 1.488 0.000 0.000 0.000 -0.684 1 0.01 0.00 0.03
1E 0 -0.549 1.472 0.000 0.000 0.000 -0.599 1 0.01 0.00 0.03
1F 0 -0.549 1.488 0.000 0.000 0.000 -0.684 1 0.01 0.00 0.03
1G 0 -0.549 1.472 0.000 0.000 0.000 -0.599 1 0.01 0.00 0.03
1H 0 -0.549 1.488 0.000 0.000 0.000 -0.684 1 0.01 0.00 0.03
1I 0 -0.550 1.468 0.000 0.000 0.000 -0.578 1 0.01 0.00 0.03
1J 0 -0.550 1.492 0.000 0.000 0.000 -0.705 1 0.01 0.00 0.03
1K 0 -0.550 1.468 0.000 0.000 0.000 -0.578 1 0.01 0.00 0.03
1L 0 -0.550 1.492 0.000 0.000 0.000 -0.705 1 0.01 0.00 0.03
1M 0 -0.549 1.468 0.000 0.000 0.000 -0.578 1 0.01 0.00 0.03
1N 0 -0.549 1.492 0.000 0.000 0.000 -0.705 1 0.01 0.00 0.03
1O 0 -0.549 1.468 0.000 0.000 0.000 -0.578 1 0.01 0.00 0.03
1P 0 -0.549 1.492 0.000 0.000 0.000 -0.705 1 0.01 0.00 0.03
2 0 -1.821 20.830 0.000 0.000 0.001 -11.010 1 0.18 0.00 0.51
7 0 -6.053 -8.221 -0.000 0.000 -0.000 4.498 1 0.07 0.01 0.21
1A 230 -0.243 0.092 0.000 0.000 0.000 1.203 1 0.00 0.00 0.06
1B 230 -0.243 0.108 0.000 0.000 0.000 1.155 1 0.00 0.00 0.05
1C 230 -0.243 0.092 0.000 0.000 0.000 1.203 1 0.00 0.00 0.06
1D 230 -0.243 0.108 0.000 0.000 0.000 1.155 1 0.00 0.00 0.05
1E 230 -0.243 0.092 0.000 0.000 0.000 1.203 1 0.00 0.00 0.06
1F 230 -0.243 0.108 0.000 0.000 0.000 1.155 1 0.00 0.00 0.05
1G 230 -0.243 0.092 0.000 0.000 0.000 1.203 1 0.00 0.00 0.06
1H 230 -0.243 0.108 0.000 0.000 0.000 1.155 1 0.00 0.00 0.05
1I 230 -0.243 0.088 0.000 0.000 0.000 1.215 1 0.00 0.00 0.06
1J 230 -0.243 0.112 0.000 0.000 0.000 1.142 1 0.00 0.00 0.05
1K 230 -0.243 0.088 0.000 0.000 0.000 1.215 1 0.00 0.00 0.06
1L 230 -0.243 0.112 0.000 0.000 0.000 1.142 1 0.00 0.00 0.05
1M 230 -0.243 0.088 0.000 0.000 0.000 1.215 1 0.00 0.00 0.06
1N 230 -0.243 0.112 0.000 0.000 0.000 1.142 1 0.00 0.00 0.05
1O 230 -0.243 0.088 0.000 0.000 0.000 1.215 1 0.00 0.00 0.06
1P 230 -0.243 0.112 0.000 0.000 0.000 1.142 1 0.00 0.00 0.05
2 230 1.214 1.885 0.000 0.000 0.000 15.169 1 0.02 0.00 0.70
7 230 -5.747 -0.785 -0.000 0.000 -0.000 -5.881 1 0.01 0.01 0.27
1A 461 0.064 -1.288 0.000 0.000 -0.000 -0.175 1 0.01 0.00 0.01
1B 461 0.064 -1.272 0.000 0.000 -0.000 -0.187 1 0.01 0.00 0.01
1C 461 0.064 -1.288 0.000 0.000 -0.000 -0.175 1 0.01 0.00 0.01
1D 461 0.064 -1.272 0.000 0.000 -0.000 -0.187 1 0.01 0.00 0.01
1E 461 0.064 -1.288 0.000 0.000 -0.000 -0.175 1 0.01 0.00 0.01
1F 461 0.064 -1.272 0.000 0.000 -0.000 -0.187 1 0.01 0.00 0.01
1G 461 0.064 -1.288 0.000 0.000 -0.000 -0.175 1 0.01 0.00 0.01
1H 461 0.064 -1.272 0.000 0.000 -0.000 -0.187 1 0.01 0.00 0.01
1I 461 0.064 -1.292 0.000 0.000 -0.000 -0.172 1 0.01 0.00 0.01
1J 461 0.064 -1.268 0.000 0.000 -0.000 -0.190 1 0.01 0.00 0.01
1K 461 0.064 -1.292 0.000 0.000 -0.000 -0.172 1 0.01 0.00 0.01
1L 461 0.064 -1.268 0.000 0.000 -0.000 -0.190 1 0.01 0.00 0.01
1M 461 0.064 -1.292 0.000 0.000 -0.000 -0.172 1 0.01 0.00 0.01
1N 461 0.064 -1.268 0.000 0.000 -0.000 -0.190 1 0.01 0.00 0.01
1O 461 0.064 -1.292 0.000 0.000 -0.000 -0.172 1 0.01 0.00 0.01
1P 461 0.064 -1.268 0.000 0.000 -0.000 -0.190 1 0.01 0.00 0.01
2 461 4.248 -17.060 0.000 0.000 -0.000 -2.317 1 0.15 0.01 0.11
7 461 -5.440 6.651 -0.000 0.000 0.000 0.880 1 0.06 0.01 0.04
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.550 0.000 1.203 1 0.1756 0.9988 1.0163 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1B -0.550 0.000 1.155 1 0.1756 0.9988 1.0168 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1C -0.550 0.000 1.203 1 0.1756 0.9988 1.0163 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1D -0.550 0.000 1.155 1 0.1756 0.9988 1.0168 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1E -0.549 0.000 1.203 1 0.1756 0.9988 1.0163 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1F -0.549 0.000 1.155 1 0.1756 0.9988 1.0168 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1G -0.549 0.000 1.203 1 0.1756 0.9988 1.0163 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 63
1H -0.549 0.000 1.155 1 0.1756 0.9988 1.0168 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1I -0.550 0.000 1.215 1 0.1756 0.9988 1.0161 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1J -0.550 0.000 1.142 1 0.1756 0.9988 1.0169 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1K -0.550 0.000 1.215 1 0.1756 0.9988 1.0161 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1L -0.550 0.000 1.142 1 0.1756 0.9988 1.0169 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1M -0.549 0.000 1.215 1 0.1756 0.9988 1.0161 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1N -0.549 0.000 1.142 1 0.1756 0.9988 1.0169 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1O -0.549 0.000 1.215 1 0.1756 0.9988 1.0161 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
1P -0.549 0.000 1.142 1 0.1756 0.9988 1.0169 -- -- 0.01 -- 0.06 Snell. 'zx'= 183
2 -1.821 0.001 15.169 1 0.1756 0.9889 1.0100 -- -- 0.02 -- 0.72 Snell. 'zx'= 183
7 -6.053 -0.000 -5.881 1 0.1756 0.9468 1.0552 -- -- 0.06 -- 0.35 Snell. 'zx'= 183
ASTA NUM. 6 NI 61 NF 60 Lungh. 450.0 cm SEZ. 1 Ps HEA 100
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -1.973 0.212 0.005 0.000 0.028 0.573 1 0.00 0.00 0.03
1B 0 -1.973 0.254 0.005 0.000 0.028 0.449 1 0.00 0.00 0.02
1C 0 -1.973 0.212 -0.005 0.000 -0.028 0.573 1 0.00 0.00 0.03
1D 0 -1.973 0.254 -0.005 0.000 -0.028 0.449 1 0.00 0.00 0.02
1E 0 2.358 0.212 0.005 0.000 0.028 0.573 1 0.00 0.00 0.03
1F 0 2.358 0.254 0.005 0.000 0.028 0.449 1 0.00 0.00 0.02
1G 0 2.358 0.212 -0.005 0.000 -0.028 0.573 1 0.00 0.00 0.03
1H 0 2.358 0.254 -0.005 0.000 -0.028 0.449 1 0.00 0.00 0.02
1I 0 -3.109 0.201 0.003 0.000 0.011 0.604 1 0.00 0.01 0.03
1J 0 -3.109 0.264 0.003 0.000 0.011 0.417 1 0.00 0.01 0.02
1K 0 -3.109 0.201 -0.003 0.000 -0.011 0.604 1 0.00 0.01 0.03
1L 0 -3.109 0.264 -0.003 0.000 -0.011 0.417 1 0.00 0.01 0.02
1M 0 3.494 0.201 0.003 0.000 0.011 0.604 1 0.00 0.01 0.03
1N 0 3.494 0.264 0.003 0.000 0.011 0.417 1 0.00 0.01 0.02
1O 0 3.494 0.201 -0.003 0.000 -0.011 0.604 1 0.00 0.01 0.03
1P 0 3.494 0.264 -0.003 0.000 -0.011 0.417 1 0.00 0.01 0.02
2 0 -2.456 -1.870 -0.000 0.000 -0.001 9.733 1 0.02 0.00 0.45
7 0 6.791 1.395 0.000 0.000 0.000 -4.285 1 0.01 0.01 0.20
1A 225 -1.973 -0.156 0.005 0.000 0.018 0.636 1 0.00 0.00 0.03
1B 225 -1.973 -0.114 0.005 0.000 0.018 0.606 1 0.00 0.00 0.03
1C 225 -1.973 -0.156 -0.005 0.000 -0.018 0.636 1 0.00 0.00 0.03
1D 225 -1.973 -0.114 -0.005 0.000 -0.018 0.606 1 0.00 0.00 0.03
1E 225 2.358 -0.156 0.005 0.000 0.018 0.636 1 0.00 0.00 0.03
1F 225 2.358 -0.114 0.005 0.000 0.018 0.606 1 0.00 0.00 0.03
1G 225 2.358 -0.156 -0.005 0.000 -0.018 0.636 1 0.00 0.00 0.03
1H 225 2.358 -0.114 -0.005 0.000 -0.018 0.606 1 0.00 0.00 0.03
1I 225 -3.109 -0.166 0.003 0.000 0.002 0.644 1 0.00 0.01 0.03
1J 225 -3.109 -0.103 0.003 0.000 0.002 0.598 1 0.00 0.01 0.03
1K 225 -3.109 -0.166 -0.003 0.000 -0.002 0.644 1 0.00 0.01 0.03
1L 225 -3.109 -0.103 -0.003 0.000 -0.002 0.598 1 0.00 0.01 0.03
1M 225 3.494 -0.166 0.003 0.000 0.002 0.644 1 0.00 0.01 0.03
1N 225 3.494 -0.103 0.003 0.000 0.002 0.598 1 0.00 0.01 0.03
1O 225 3.494 -0.166 -0.003 0.000 -0.002 0.644 1 0.00 0.01 0.03
1P 225 3.494 -0.103 -0.003 0.000 -0.002 0.598 1 0.00 0.01 0.03
2 225 -2.456 -2.348 -0.000 0.000 -0.000 4.989 1 0.02 0.00 0.23
7 225 6.791 1.028 0.000 0.000 -0.000 -1.560 1 0.01 0.01 0.07
1A 450 -1.973 -0.523 0.005 0.000 0.008 -0.127 1 0.00 0.00 0.01
1B 450 -1.973 -0.481 0.005 0.000 0.008 -0.063 1 0.00 0.00 0.00
1C 450 -1.973 -0.523 -0.005 0.000 -0.008 -0.127 1 0.00 0.00 0.01
1D 450 -1.973 -0.481 -0.005 0.000 -0.008 -0.063 1 0.00 0.00 0.00
1E 450 2.358 -0.523 0.005 0.000 0.008 -0.127 1 0.00 0.00 0.01
1F 450 2.358 -0.481 0.005 0.000 0.008 -0.063 1 0.00 0.00 0.00
1G 450 2.358 -0.523 -0.005 0.000 -0.008 -0.127 1 0.00 0.00 0.01
1H 450 2.358 -0.481 -0.005 0.000 -0.008 -0.063 1 0.00 0.00 0.00
1I 450 -3.109 -0.533 0.003 0.000 -0.008 -0.143 1 0.00 0.01 0.01
1J 450 -3.109 -0.471 0.003 0.000 -0.008 -0.047 1 0.00 0.01 0.00
1K 450 -3.109 -0.533 -0.003 0.000 0.008 -0.143 1 0.00 0.01 0.01
1L 450 -3.109 -0.471 -0.003 0.000 0.008 -0.047 1 0.00 0.01 0.00
1M 450 3.494 -0.533 0.003 0.000 -0.008 -0.143 1 0.00 0.01 0.01
1N 450 3.494 -0.471 0.003 0.000 -0.008 -0.047 1 0.00 0.01 0.00
1O 450 3.494 -0.533 -0.003 0.000 0.008 -0.143 1 0.00 0.01 0.01
1P 450 3.494 -0.471 -0.003 0.000 0.008 -0.047 1 0.00 0.01 0.00
2 450 -2.456 -2.825 -0.000 0.000 0.001 -0.830 1 0.02 0.00 0.04
7 450 6.791 0.660 0.000 0.000 -0.001 0.340 1 0.01 0.01 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -1.973 0.028 0.636 1 0.1831 1.0213 1.0092 -- -- 0.02 -- 0.05 Snell. 'zx'= 179
1B -1.973 0.028 0.606 1 0.1831 1.0213 1.0107 -- -- 0.02 -- 0.05 Snell. 'zx'= 179
1C -1.973 -0.028 0.636 1 0.1831 1.0210 1.0092 -- -- 0.02 -- 0.05 Snell. 'zx'= 179
1D -1.973 -0.028 0.606 1 0.1831 1.0210 1.0107 -- -- 0.02 -- 0.05 Snell. 'zx'= 179
1I -3.109 0.011 0.644 1 0.1831 0.9738 1.0139 -- -- 0.03 -- 0.06 Snell. 'zx'= 179
1J -3.109 0.011 0.598 1 0.1831 0.9738 1.0175 -- -- 0.03 -- 0.06 Snell. 'zx'= 179
1K -3.109 -0.011 0.644 1 0.1831 0.9738 1.0139 -- -- 0.03 -- 0.06 Snell. 'zx'= 179
1L -3.109 -0.011 0.598 1 0.1831 0.9738 1.0175 -- -- 0.03 -- 0.06 Snell. 'zx'= 179
2 -2.456 -0.001 9.733 1 0.1831 0.9793 1.0029 -- -- 0.02 -- 0.47 Snell. 'zx'= 179
ASTA NUM. 7 NI 28 NF 61 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 64
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.005 -0.997 0.217 0.000 0.062 0.174 1 0.00 0.00 0.02
1B 0 -0.005 2.705 0.217 0.000 0.062 -0.188 1 0.01 0.00 0.02
1C 0 -0.005 -0.997 -0.195 0.000 -0.062 0.174 1 0.00 0.00 0.02
1D 0 -0.005 2.705 -0.195 0.000 -0.062 -0.188 1 0.01 0.00 0.02
1E 0 -0.005 -0.997 0.217 0.000 0.062 0.174 1 0.00 0.00 0.02
1F 0 -0.005 2.705 0.217 0.000 0.062 -0.188 1 0.01 0.00 0.02
1G 0 -0.005 -0.997 -0.195 0.000 -0.062 0.174 1 0.00 0.00 0.02
1H 0 -0.005 2.705 -0.195 0.000 -0.062 -0.188 1 0.01 0.00 0.02
1I 0 -0.005 0.066 0.099 0.000 0.023 0.050 1 0.00 0.00 0.00
1J 0 -0.005 1.643 0.099 0.000 0.023 -0.064 1 0.01 0.00 0.01
1K 0 -0.005 0.066 -0.077 0.000 -0.023 0.050 1 0.00 0.00 0.00
1L 0 -0.005 1.643 -0.077 0.000 -0.023 -0.064 1 0.01 0.00 0.01
1M 0 -0.005 0.066 0.099 0.000 0.023 0.050 1 0.00 0.00 0.00
1N 0 -0.005 1.643 0.099 0.000 0.023 -0.064 1 0.01 0.00 0.01
1O 0 -0.005 0.066 -0.077 0.000 -0.023 0.050 1 0.00 0.00 0.00
1P 0 -0.005 1.643 -0.077 0.000 -0.023 -0.064 1 0.01 0.00 0.01
2 0 -0.094 8.975 -0.143 0.000 0.000 -0.088 1 0.04 0.00 0.01
7 0 0.034 -2.540 0.451 0.000 0.000 0.028 1 0.01 0.00 0.00
1A 5 -0.005 -1.005 0.217 0.000 0.052 0.117 1 0.00 0.00 0.01
1B 5 -0.005 2.697 0.217 0.000 0.052 -0.042 1 0.01 0.00 0.00
1C 5 -0.005 -1.005 -0.195 0.000 -0.053 0.117 1 0.00 0.00 0.01
1D 5 -0.005 2.697 -0.195 0.000 -0.053 -0.042 1 0.01 0.00 0.00
1E 5 -0.005 -1.005 0.217 0.000 0.052 0.117 1 0.00 0.00 0.01
1F 5 -0.005 2.697 0.217 0.000 0.052 -0.042 1 0.01 0.00 0.00
1G 5 -0.005 -1.005 -0.195 0.000 -0.053 0.117 1 0.00 0.00 0.01
1H 5 -0.005 2.697 -0.195 0.000 -0.053 -0.042 1 0.01 0.00 0.00
1I 5 -0.005 0.057 0.099 0.000 0.021 0.052 1 0.00 0.00 0.00
1J 5 -0.005 1.634 0.099 0.000 0.021 0.024 1 0.01 0.00 0.00
1K 5 -0.005 0.057 -0.077 0.000 -0.022 0.052 1 0.00 0.00 0.00
1L 5 -0.005 1.634 -0.077 0.000 -0.022 0.024 1 0.01 0.00 0.00
1M 5 -0.005 0.057 0.099 0.000 0.021 0.052 1 0.00 0.00 0.00
1N 5 -0.005 1.634 0.099 0.000 0.021 0.024 1 0.01 0.00 0.00
1O 5 -0.005 0.057 -0.077 0.000 -0.022 0.052 1 0.00 0.00 0.00
1P 5 -0.005 1.634 -0.077 0.000 -0.022 0.024 1 0.01 0.00 0.00
2 5 -0.094 8.964 -0.143 0.000 0.008 0.383 1 0.04 0.00 0.04
7 5 0.034 -2.549 0.451 0.000 -0.024 -0.106 1 0.01 0.00 0.01
1A 11 -0.005 -1.014 0.217 0.000 0.042 0.060 1 0.00 0.00 0.01
1B 11 -0.005 2.688 0.217 0.000 0.042 0.103 1 0.01 0.00 0.01
1C 11 -0.005 -1.014 -0.195 0.000 -0.044 0.060 1 0.00 0.00 0.01
1D 11 -0.005 2.688 -0.195 0.000 -0.044 0.103 1 0.01 0.00 0.01
1E 11 -0.005 -1.014 0.217 0.000 0.042 0.060 1 0.00 0.00 0.01
1F 11 -0.005 2.688 0.217 0.000 0.042 0.103 1 0.01 0.00 0.01
1G 11 -0.005 -1.014 -0.195 0.000 -0.044 0.060 1 0.00 0.00 0.01
1H 11 -0.005 2.688 -0.195 0.000 -0.044 0.103 1 0.01 0.00 0.01
1I 11 -0.005 0.049 0.099 0.000 0.019 0.053 1 0.00 0.00 0.00
1J 11 -0.005 1.626 0.099 0.000 0.019 0.111 1 0.01 0.00 0.01
1K 11 -0.005 0.049 -0.077 0.000 -0.021 0.053 1 0.00 0.00 0.00
1L 11 -0.005 1.626 -0.077 0.000 -0.021 0.111 1 0.01 0.00 0.01
1M 11 -0.005 0.049 0.099 0.000 0.019 0.053 1 0.00 0.00 0.00
1N 11 -0.005 1.626 0.099 0.000 0.019 0.111 1 0.01 0.00 0.01
1O 11 -0.005 0.049 -0.077 0.000 -0.021 0.053 1 0.00 0.00 0.00
1P 11 -0.005 1.626 -0.077 0.000 -0.021 0.111 1 0.01 0.00 0.01
2 11 -0.094 8.953 -0.143 0.000 0.015 0.853 1 0.04 0.00 0.08
7 11 0.034 -2.557 0.451 0.000 -0.047 -0.240 1 0.01 0.00 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.005 0.062 0.174 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1B -0.005 0.062 -0.188 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1C -0.005 -0.062 0.174 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1D -0.005 -0.062 -0.188 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1E -0.005 0.062 0.174 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1F -0.005 0.062 -0.188 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1G -0.005 -0.062 0.174 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1H -0.005 -0.062 -0.188 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1I -0.005 0.023 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1J -0.005 0.023 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1K -0.005 -0.023 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1L -0.005 -0.023 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1M -0.005 0.023 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1N -0.005 0.023 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1O -0.005 -0.023 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1P -0.005 -0.023 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
2 -0.094 0.015 0.853 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.08 Snell. 'yx'= 4
ASTA NUM. 8 NI 25 NF 3 Lungh. 279.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.027 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1B 0 0.027 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1C 0 0.027 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 65
1D 0 0.027 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1E 0 0.027 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1F 0 0.027 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1G 0 0.027 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1H 0 0.027 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1I 0 0.027 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1J 0 0.027 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1K 0 0.027 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1L 0 0.027 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1M 0 0.027 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1N 0 0.027 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1O 0 0.027 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1P 0 0.027 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
2 0 0.195 0.296 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 0 -0.038 0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1A 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1B 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1C 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1D 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1E 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1F 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1G 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1H 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1I 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1J 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1K 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1L 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1M 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1N 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1O 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1P 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
2 140 0.195 -0.000 -0.000 0.000 0.000 0.207 1 0.00 0.00 0.02
7 140 -0.038 -0.000 0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1A 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1B 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1C 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1D 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1E 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1F 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1G 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1H 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1I 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1J 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1K 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1L 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1M 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1N 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1O 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1P 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
2 279 0.195 -0.296 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 279 -0.038 -0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
7 -0.038 0.000 0.159 1 0.3928 1.0003 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
ASTA NUM. 9 NI 3 NF 62 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.008 -1.050 0.232 0.000 0.065 0.178 1 0.00 0.00 0.02
1B 0 0.008 2.879 0.232 0.000 0.065 -0.204 1 0.01 0.00 0.02
1C 0 0.008 -1.050 -0.205 0.000 -0.065 0.178 1 0.00 0.00 0.02
1D 0 0.008 2.879 -0.205 0.000 -0.065 -0.204 1 0.01 0.00 0.02
1E 0 0.008 -1.050 0.232 0.000 0.065 0.178 1 0.00 0.00 0.02
1F 0 0.008 2.879 0.232 0.000 0.065 -0.204 1 0.01 0.00 0.02
1G 0 0.008 -1.050 -0.205 0.000 -0.065 0.178 1 0.00 0.00 0.02
1H 0 0.008 2.879 -0.205 0.000 -0.065 -0.204 1 0.01 0.00 0.02
1I 0 0.008 0.081 0.106 0.000 0.023 0.048 1 0.00 0.00 0.00
1J 0 0.008 1.748 0.106 0.000 0.023 -0.075 1 0.01 0.00 0.01
1K 0 0.008 0.081 -0.080 0.000 -0.023 0.048 1 0.00 0.00 0.00
1L 0 0.008 1.748 -0.080 0.000 -0.023 -0.075 1 0.01 0.00 0.01
1M 0 0.008 0.081 0.106 0.000 0.023 0.048 1 0.00 0.00 0.00
1N 0 0.008 1.748 0.106 0.000 0.023 -0.075 1 0.01 0.00 0.01
1O 0 0.008 0.081 -0.080 0.000 -0.023 0.048 1 0.00 0.00 0.00
1P 0 0.008 1.748 -0.080 0.000 -0.023 -0.075 1 0.01 0.00 0.01
2 0 0.004 9.449 -0.131 0.000 0.000 -0.138 1 0.04 0.00 0.01
7 0 0.015 -2.643 0.448 0.000 0.000 0.039 1 0.01 0.00 0.00
1A 5 0.008 -1.059 0.232 0.000 0.054 0.122 1 0.00 0.00 0.01
1B 5 0.008 2.870 0.232 0.000 0.054 -0.053 1 0.01 0.00 0.00
1C 5 0.008 -1.059 -0.205 0.000 -0.055 0.122 1 0.00 0.00 0.01
1D 5 0.008 2.870 -0.205 0.000 -0.055 -0.053 1 0.01 0.00 0.00
1E 5 0.008 -1.059 0.232 0.000 0.054 0.122 1 0.00 0.00 0.01
1F 5 0.008 2.870 0.232 0.000 0.054 -0.053 1 0.01 0.00 0.00
1G 5 0.008 -1.059 -0.205 0.000 -0.055 0.122 1 0.00 0.00 0.01
1H 5 0.008 2.870 -0.205 0.000 -0.055 -0.053 1 0.01 0.00 0.00
1I 5 0.008 0.072 0.106 0.000 0.021 0.052 1 0.00 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 66
1J 5 0.008 1.739 0.106 0.000 0.021 0.017 1 0.01 0.00 0.00
1K 5 0.008 0.072 -0.080 0.000 -0.022 0.052 1 0.00 0.00 0.00
1L 5 0.008 1.739 -0.080 0.000 -0.022 0.017 1 0.01 0.00 0.00
1M 5 0.008 0.072 0.106 0.000 0.021 0.052 1 0.00 0.00 0.00
1N 5 0.008 1.739 0.106 0.000 0.021 0.017 1 0.01 0.00 0.00
1O 5 0.008 0.072 -0.080 0.000 -0.022 0.052 1 0.00 0.00 0.00
1P 5 0.008 1.739 -0.080 0.000 -0.022 0.017 1 0.01 0.00 0.00
2 5 0.004 9.438 -0.131 0.000 0.007 0.358 1 0.04 0.00 0.03
7 5 0.015 -2.652 0.448 0.000 -0.023 -0.100 1 0.01 0.00 0.01
1A 11 0.008 -1.068 0.232 0.000 0.042 0.066 1 0.00 0.00 0.01
1B 11 0.008 2.862 0.232 0.000 0.042 0.098 1 0.01 0.00 0.01
1C 11 0.008 -1.068 -0.205 0.000 -0.045 0.066 1 0.00 0.00 0.01
1D 11 0.008 2.862 -0.205 0.000 -0.045 0.098 1 0.01 0.00 0.01
1E 11 0.008 -1.068 0.232 0.000 0.042 0.066 1 0.00 0.00 0.01
1F 11 0.008 2.862 0.232 0.000 0.042 0.098 1 0.01 0.00 0.01
1G 11 0.008 -1.068 -0.205 0.000 -0.045 0.066 1 0.00 0.00 0.01
1H 11 0.008 2.862 -0.205 0.000 -0.045 0.098 1 0.01 0.00 0.01
1I 11 0.008 0.063 0.106 0.000 0.018 0.056 1 0.00 0.00 0.01
1J 11 0.008 1.731 0.106 0.000 0.018 0.108 1 0.01 0.00 0.01
1K 11 0.008 0.063 -0.080 0.000 -0.021 0.056 1 0.00 0.00 0.01
1L 11 0.008 1.731 -0.080 0.000 -0.021 0.108 1 0.01 0.00 0.01
1M 11 0.008 0.063 0.106 0.000 0.018 0.056 1 0.00 0.00 0.01
1N 11 0.008 1.731 0.106 0.000 0.018 0.108 1 0.01 0.00 0.01
1O 11 0.008 0.063 -0.080 0.000 -0.021 0.056 1 0.00 0.00 0.01
1P 11 0.008 1.731 -0.080 0.000 -0.021 0.108 1 0.01 0.00 0.01
2 11 0.004 9.427 -0.131 0.000 0.014 0.853 1 0.04 0.00 0.08
7 11 0.015 -2.660 0.448 0.000 -0.047 -0.240 1 0.01 0.00 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
ASTA NUM. 10 NI 6 NF 18 Lungh. 279.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.027 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1B 0 0.027 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1C 0 0.027 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1D 0 0.027 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1E 0 0.027 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1F 0 0.027 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1G 0 0.027 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1H 0 0.027 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1I 0 0.027 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1J 0 0.027 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1K 0 0.027 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1L 0 0.027 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1M 0 0.027 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1N 0 0.027 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1O 0 0.027 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1P 0 0.027 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
2 0 0.196 0.296 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 0 -0.038 0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1A 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1B 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1C 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1D 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1E 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1F 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1G 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1H 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1I 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1J 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1K 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1L 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1M 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1N 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1O 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1P 140 0.027 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
2 140 0.196 -0.000 0.000 0.000 0.000 0.207 1 0.00 0.00 0.02
7 140 -0.038 -0.000 -0.000 0.000 0.000 0.159 1 0.00 0.00 0.01
1A 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1B 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1C 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1D 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1E 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1F 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1G 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1H 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1I 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1J 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1K 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1L 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1M 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1N 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1O 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1P 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 67
2 279 0.196 -0.296 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 279 -0.038 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
7 -0.038 0.000 0.159 1 0.3928 1.0003 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
ASTA NUM. 11 NI 18 NF 63 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.005 -0.938 0.225 0.000 0.061 0.164 1 0.00 0.00 0.02
1B 0 -0.005 2.892 0.225 0.000 0.061 -0.203 1 0.01 0.00 0.02
1C 0 -0.005 -0.938 -0.201 0.000 -0.061 0.164 1 0.00 0.00 0.02
1D 0 -0.005 2.892 -0.201 0.000 -0.061 -0.203 1 0.01 0.00 0.02
1E 0 -0.005 -0.938 0.225 0.000 0.061 0.164 1 0.00 0.00 0.02
1F 0 -0.005 2.892 0.225 0.000 0.061 -0.203 1 0.01 0.00 0.02
1G 0 -0.005 -0.938 -0.201 0.000 -0.061 0.164 1 0.00 0.00 0.02
1H 0 -0.005 2.892 -0.201 0.000 -0.061 -0.203 1 0.01 0.00 0.02
1I 0 -0.005 0.124 0.107 0.000 0.022 0.042 1 0.00 0.00 0.00
1J 0 -0.005 1.831 0.107 0.000 0.022 -0.081 1 0.01 0.00 0.01
1K 0 -0.005 0.124 -0.083 0.000 -0.022 0.042 1 0.00 0.00 0.00
1L 0 -0.005 1.831 -0.083 0.000 -0.022 -0.081 1 0.01 0.00 0.01
1M 0 -0.005 0.124 0.107 0.000 0.022 0.042 1 0.00 0.00 0.00
1N 0 -0.005 1.831 0.107 0.000 0.022 -0.081 1 0.01 0.00 0.01
1O 0 -0.005 0.124 -0.083 0.000 -0.022 0.042 1 0.00 0.00 0.00
1P 0 -0.005 1.831 -0.083 0.000 -0.022 -0.081 1 0.01 0.00 0.01
2 0 -0.094 9.930 -0.142 0.000 -0.000 -0.188 1 0.04 0.00 0.02
7 0 0.034 -2.742 0.451 0.000 0.000 0.049 1 0.01 0.00 0.00
1A 5 -0.005 -0.946 0.225 0.000 0.051 0.113 1 0.00 0.00 0.01
1B 5 -0.005 2.884 0.225 0.000 0.051 -0.051 1 0.01 0.00 0.00
1C 5 -0.005 -0.946 -0.201 0.000 -0.052 0.113 1 0.00 0.00 0.01
1D 5 -0.005 2.884 -0.201 0.000 -0.052 -0.051 1 0.01 0.00 0.00
1E 5 -0.005 -0.946 0.225 0.000 0.051 0.113 1 0.00 0.00 0.01
1F 5 -0.005 2.884 0.225 0.000 0.051 -0.051 1 0.01 0.00 0.00
1G 5 -0.005 -0.946 -0.201 0.000 -0.052 0.113 1 0.00 0.00 0.01
1H 5 -0.005 2.884 -0.201 0.000 -0.052 -0.051 1 0.01 0.00 0.00
1I 5 -0.005 0.115 0.107 0.000 0.020 0.048 1 0.00 0.00 0.00
1J 5 -0.005 1.822 0.107 0.000 0.020 0.015 1 0.01 0.00 0.00
1K 5 -0.005 0.115 -0.083 0.000 -0.021 0.048 1 0.00 0.00 0.00
1L 5 -0.005 1.822 -0.083 0.000 -0.021 0.015 1 0.01 0.00 0.00
1M 5 -0.005 0.115 0.107 0.000 0.020 0.048 1 0.00 0.00 0.00
1N 5 -0.005 1.822 0.107 0.000 0.020 0.015 1 0.01 0.00 0.00
1O 5 -0.005 0.115 -0.083 0.000 -0.021 0.048 1 0.00 0.00 0.00
1P 5 -0.005 1.822 -0.083 0.000 -0.021 0.015 1 0.01 0.00 0.00
2 5 -0.094 9.919 -0.142 0.000 0.007 0.333 1 0.04 0.00 0.03
7 5 0.034 -2.751 0.451 0.000 -0.024 -0.095 1 0.01 0.00 0.01
1A 11 -0.005 -0.955 0.225 0.000 0.040 0.062 1 0.00 0.00 0.01
1B 11 -0.005 2.875 0.225 0.000 0.040 0.102 1 0.01 0.00 0.01
1C 11 -0.005 -0.955 -0.201 0.000 -0.042 0.062 1 0.00 0.00 0.01
1D 11 -0.005 2.875 -0.201 0.000 -0.042 0.102 1 0.01 0.00 0.01
1E 11 -0.005 -0.955 0.225 0.000 0.040 0.062 1 0.00 0.00 0.01
1F 11 -0.005 2.875 0.225 0.000 0.040 0.102 1 0.01 0.00 0.01
1G 11 -0.005 -0.955 -0.201 0.000 -0.042 0.062 1 0.00 0.00 0.01
1H 11 -0.005 2.875 -0.201 0.000 -0.042 0.102 1 0.01 0.00 0.01
1I 11 -0.005 0.107 0.107 0.000 0.018 0.053 1 0.00 0.00 0.00
1J 11 -0.005 1.814 0.107 0.000 0.018 0.111 1 0.01 0.00 0.01
1K 11 -0.005 0.107 -0.083 0.000 -0.020 0.053 1 0.00 0.00 0.00
1L 11 -0.005 1.814 -0.083 0.000 -0.020 0.111 1 0.01 0.00 0.01
1M 11 -0.005 0.107 0.107 0.000 0.018 0.053 1 0.00 0.00 0.00
1N 11 -0.005 1.814 0.107 0.000 0.018 0.111 1 0.01 0.00 0.01
1O 11 -0.005 0.107 -0.083 0.000 -0.020 0.053 1 0.00 0.00 0.00
1P 11 -0.005 1.814 -0.083 0.000 -0.020 0.111 1 0.01 0.00 0.01
2 11 -0.094 9.908 -0.142 0.000 0.015 0.853 1 0.04 0.00 0.08
7 11 0.034 -2.759 0.451 0.000 -0.047 -0.240 1 0.01 0.00 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.005 0.061 0.164 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1B -0.005 0.061 -0.203 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1C -0.005 -0.061 0.164 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1D -0.005 -0.061 -0.203 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1E -0.005 0.061 0.164 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1F -0.005 0.061 -0.203 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1G -0.005 -0.061 0.164 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1H -0.005 -0.061 -0.203 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1I -0.005 0.022 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1J -0.005 0.022 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1K -0.005 -0.022 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1L -0.005 -0.022 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1M -0.005 0.022 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 68
1N -0.005 0.022 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1O -0.005 -0.022 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1P -0.005 -0.022 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
2 -0.094 0.015 0.853 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.08 Snell. 'yx'= 4
ASTA NUM. 12 NI 26 NF 55 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.022 -0.338 0.005 0.000 0.034 0.088 1 0.00 0.00 0.01
1B 0 -0.022 1.684 0.005 0.000 0.034 -0.114 1 0.01 0.00 0.01
1C 0 -0.022 -0.338 -0.220 0.000 -0.034 0.088 1 0.00 0.00 0.01
1D 0 -0.022 1.684 -0.220 0.000 -0.034 -0.114 1 0.01 0.00 0.01
1E 0 -0.022 -0.338 0.005 0.000 0.034 0.088 1 0.00 0.00 0.01
1F 0 -0.022 1.684 0.005 0.000 0.034 -0.114 1 0.01 0.00 0.01
1G 0 -0.022 -0.338 -0.220 0.000 -0.034 0.088 1 0.00 0.00 0.01
1H 0 -0.022 1.684 -0.220 0.000 -0.034 -0.114 1 0.01 0.00 0.01
1I 0 -0.022 0.327 -0.069 0.000 0.011 0.017 1 0.00 0.00 0.00
1J 0 -0.022 1.018 -0.069 0.000 0.011 -0.044 1 0.00 0.00 0.00
1K 0 -0.022 0.327 -0.146 0.000 -0.011 0.017 1 0.00 0.00 0.00
1L 0 -0.022 1.018 -0.146 0.000 -0.011 -0.044 1 0.00 0.00 0.00
1M 0 -0.022 0.327 -0.069 0.000 0.011 0.017 1 0.00 0.00 0.00
1N 0 -0.022 1.018 -0.069 0.000 0.011 -0.044 1 0.00 0.00 0.00
1O 0 -0.022 0.327 -0.146 0.000 -0.011 0.017 1 0.00 0.00 0.00
1P 0 -0.022 1.018 -0.146 0.000 -0.011 -0.044 1 0.00 0.00 0.00
2 0 -0.166 8.625 0.222 0.000 0.000 -0.116 1 0.03 0.00 0.01
7 0 0.054 -3.671 -1.932 0.000 -0.000 0.042 1 0.02 0.00 0.00
1A 5 -0.022 -0.347 0.005 0.000 0.034 0.070 1 0.00 0.00 0.01
1B 5 -0.022 1.675 0.005 0.000 0.034 -0.026 1 0.01 0.00 0.00
1C 5 -0.022 -0.347 -0.220 0.000 -0.023 0.070 1 0.00 0.00 0.01
1D 5 -0.022 1.675 -0.220 0.000 -0.023 -0.026 1 0.01 0.00 0.00
1E 5 -0.022 -0.347 0.005 0.000 0.034 0.070 1 0.00 0.00 0.01
1F 5 -0.022 1.675 0.005 0.000 0.034 -0.026 1 0.01 0.00 0.00
1G 5 -0.022 -0.347 -0.220 0.000 -0.023 0.070 1 0.00 0.00 0.01
1H 5 -0.022 1.675 -0.220 0.000 -0.023 -0.026 1 0.01 0.00 0.00
1I 5 -0.022 0.318 -0.069 0.000 0.015 0.034 1 0.00 0.00 0.00
1J 5 -0.022 1.010 -0.069 0.000 0.015 0.010 1 0.00 0.00 0.00
1K 5 -0.022 0.318 -0.146 0.000 -0.004 0.034 1 0.00 0.00 0.00
1L 5 -0.022 1.010 -0.146 0.000 -0.004 0.010 1 0.00 0.00 0.00
1M 5 -0.022 0.318 -0.069 0.000 0.015 0.034 1 0.00 0.00 0.00
1N 5 -0.022 1.010 -0.069 0.000 0.015 0.010 1 0.00 0.00 0.00
1O 5 -0.022 0.318 -0.146 0.000 -0.004 0.034 1 0.00 0.00 0.00
1P 5 -0.022 1.010 -0.146 0.000 -0.004 0.010 1 0.00 0.00 0.00
2 5 -0.166 8.614 0.222 0.000 -0.012 0.337 1 0.03 0.00 0.03
7 5 0.054 -3.680 -1.932 0.000 0.101 -0.151 1 0.02 0.00 0.01
1A 11 -0.022 -0.356 0.005 0.000 0.034 0.051 1 0.00 0.00 0.00
1B 11 -0.022 1.667 0.005 0.000 0.034 0.063 1 0.01 0.00 0.01
1C 11 -0.022 -0.356 -0.220 0.000 -0.012 0.051 1 0.00 0.00 0.00
1D 11 -0.022 1.667 -0.220 0.000 -0.012 0.063 1 0.01 0.00 0.01
1E 11 -0.022 -0.356 0.005 0.000 0.034 0.051 1 0.00 0.00 0.00
1F 11 -0.022 1.667 0.005 0.000 0.034 0.063 1 0.01 0.00 0.01
1G 11 -0.022 -0.356 -0.220 0.000 -0.012 0.051 1 0.00 0.00 0.00
1H 11 -0.022 1.667 -0.220 0.000 -0.012 0.063 1 0.01 0.00 0.01
1I 11 -0.022 0.310 -0.069 0.000 0.020 0.051 1 0.00 0.00 0.00
1J 11 -0.022 1.001 -0.069 0.000 0.020 0.063 1 0.00 0.00 0.01
1K 11 -0.022 0.310 -0.146 0.000 0.003 0.051 1 0.00 0.00 0.00
1L 11 -0.022 1.001 -0.146 0.000 0.003 0.063 1 0.00 0.00 0.01
1M 11 -0.022 0.310 -0.069 0.000 0.020 0.051 1 0.00 0.00 0.00
1N 11 -0.022 1.001 -0.069 0.000 0.020 0.063 1 0.00 0.00 0.01
1O 11 -0.022 0.310 -0.146 0.000 0.003 0.051 1 0.00 0.00 0.00
1P 11 -0.022 1.001 -0.146 0.000 0.003 0.063 1 0.00 0.00 0.01
2 11 -0.166 8.603 0.222 0.000 -0.023 0.789 1 0.03 0.00 0.07
7 11 0.054 -3.688 -1.932 0.000 0.203 -0.345 1 0.02 0.00 0.03
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.022 0.034 0.088 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1B -0.022 0.034 -0.114 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1C -0.022 -0.034 0.088 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1D -0.022 -0.034 -0.114 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1E -0.022 0.034 0.088 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1F -0.022 0.034 -0.114 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1G -0.022 -0.034 0.088 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1H -0.022 -0.034 -0.114 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1I -0.022 0.020 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1J -0.022 0.020 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1K -0.022 -0.011 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1L -0.022 -0.011 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1M -0.022 0.020 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1N -0.022 0.020 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1O -0.022 -0.011 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1P -0.022 -0.011 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
2 -0.166 -0.023 0.789 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.07 Snell. 'yx'= 4
ASTA NUM. 13 NI 23 NF 5 Lungh. 279.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 69
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.009 0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1B 0 -0.009 0.228 0.000 0.000 0.000 -0.000 1 0.00 0.00 0.00
1C 0 -0.009 0.228 -0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1D 0 -0.009 0.228 -0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
1E 0 -0.009 0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1F 0 -0.009 0.228 0.000 0.000 0.000 -0.000 1 0.00 0.00 0.00
1G 0 -0.009 0.228 -0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1H 0 -0.009 0.228 -0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
1I 0 -0.009 0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1J 0 -0.009 0.228 0.000 0.000 0.000 -0.000 1 0.00 0.00 0.00
1K 0 -0.009 0.228 -0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1L 0 -0.009 0.228 -0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
1M 0 -0.009 0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1N 0 -0.009 0.228 0.000 0.000 0.000 -0.000 1 0.00 0.00 0.00
1O 0 -0.009 0.228 -0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1P 0 -0.009 0.228 -0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
2 0 0.075 0.296 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 0 -0.060 0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1A 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1B 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1C 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1D 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1E 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1F 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1G 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1H 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1I 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1J 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1K 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1L 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1M 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1N 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1O 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1P 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
2 140 0.075 -0.000 0.000 0.000 -0.000 0.207 1 0.00 0.00 0.02
7 140 -0.060 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1A 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1B 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1C 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1D 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1E 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1F 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1G 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1H 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1I 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1J 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1K 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1L 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1M 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1N 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1O 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1P 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
2 279 0.075 -0.296 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 279 -0.060 -0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1B -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1C -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1D -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1E -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1F -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1G -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1H -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1I -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1J -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1K -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1L -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1M -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1N -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1O -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1P -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
7 -0.060 -0.000 0.159 1 0.3928 1.0001 1.0001 -- -- 0.00 -- 0.02 Snell. 'yx'= 111
ASTA NUM. 14 NI 5 NF 56 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.027 -0.415 0.012 0.000 0.035 0.095 1 0.00 0.00 0.01
1B 0 -0.027 1.713 0.012 0.000 0.035 -0.116 1 0.01 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 70
1C 0 -0.027 -0.415 -0.225 0.000 -0.035 0.095 1 0.00 0.00 0.01
1D 0 -0.027 1.713 -0.225 0.000 -0.035 -0.116 1 0.01 0.00 0.01
1E 0 -0.027 -0.415 0.012 0.000 0.035 0.095 1 0.00 0.00 0.01
1F 0 -0.027 1.713 0.012 0.000 0.035 -0.116 1 0.01 0.00 0.01
1G 0 -0.027 -0.415 -0.225 0.000 -0.035 0.095 1 0.00 0.00 0.01
1H 0 -0.027 1.713 -0.225 0.000 -0.035 -0.116 1 0.01 0.00 0.01
1I 0 -0.027 0.280 -0.066 0.000 0.011 0.022 1 0.00 0.00 0.00
1J 0 -0.027 1.018 -0.066 0.000 0.011 -0.043 1 0.00 0.00 0.00
1K 0 -0.027 0.280 -0.148 0.000 -0.011 0.022 1 0.00 0.00 0.00
1L 0 -0.027 1.018 -0.148 0.000 -0.011 -0.043 1 0.00 0.00 0.00
1M 0 -0.027 0.280 -0.066 0.000 0.011 0.022 1 0.00 0.00 0.00
1N 0 -0.027 1.018 -0.066 0.000 0.011 -0.043 1 0.00 0.00 0.00
1O 0 -0.027 0.280 -0.148 0.000 -0.011 0.022 1 0.00 0.00 0.00
1P 0 -0.027 1.018 -0.148 0.000 -0.011 -0.043 1 0.00 0.00 0.00
2 0 -0.128 8.808 0.229 0.000 0.000 -0.135 1 0.03 0.00 0.01
7 0 0.024 -3.818 -1.932 0.000 -0.000 0.057 1 0.02 0.00 0.01
1A 5 -0.027 -0.424 0.012 0.000 0.035 0.073 1 0.00 0.00 0.01
1B 5 -0.027 1.705 0.012 0.000 0.035 -0.026 1 0.01 0.00 0.00
1C 5 -0.027 -0.424 -0.225 0.000 -0.024 0.073 1 0.00 0.00 0.01
1D 5 -0.027 1.705 -0.225 0.000 -0.024 -0.026 1 0.01 0.00 0.00
1E 5 -0.027 -0.424 0.012 0.000 0.035 0.073 1 0.00 0.00 0.01
1F 5 -0.027 1.705 0.012 0.000 0.035 -0.026 1 0.01 0.00 0.00
1G 5 -0.027 -0.424 -0.225 0.000 -0.024 0.073 1 0.00 0.00 0.01
1H 5 -0.027 1.705 -0.225 0.000 -0.024 -0.026 1 0.01 0.00 0.00
1I 5 -0.027 0.272 -0.066 0.000 0.015 0.037 1 0.00 0.00 0.00
1J 5 -0.027 1.009 -0.066 0.000 0.015 0.010 1 0.00 0.00 0.00
1K 5 -0.027 0.272 -0.148 0.000 -0.004 0.037 1 0.00 0.00 0.00
1L 5 -0.027 1.009 -0.148 0.000 -0.004 0.010 1 0.00 0.00 0.00
1M 5 -0.027 0.272 -0.066 0.000 0.015 0.037 1 0.00 0.00 0.00
1N 5 -0.027 1.009 -0.066 0.000 0.015 0.010 1 0.00 0.00 0.00
1O 5 -0.027 0.272 -0.148 0.000 -0.004 0.037 1 0.00 0.00 0.00
1P 5 -0.027 1.009 -0.148 0.000 -0.004 0.010 1 0.00 0.00 0.00
2 5 -0.128 8.797 0.229 0.000 -0.012 0.327 1 0.03 0.00 0.03
7 5 0.024 -3.827 -1.932 0.000 0.101 -0.143 1 0.02 0.00 0.01
1A 11 -0.027 -0.433 0.012 0.000 0.035 0.050 1 0.00 0.00 0.00
1B 11 -0.027 1.696 0.012 0.000 0.035 0.063 1 0.01 0.00 0.01
1C 11 -0.027 -0.433 -0.225 0.000 -0.012 0.050 1 0.00 0.00 0.00
1D 11 -0.027 1.696 -0.225 0.000 -0.012 0.063 1 0.01 0.00 0.01
1E 11 -0.027 -0.433 0.012 0.000 0.035 0.050 1 0.00 0.00 0.00
1F 11 -0.027 1.696 0.012 0.000 0.035 0.063 1 0.01 0.00 0.01
1G 11 -0.027 -0.433 -0.225 0.000 -0.012 0.050 1 0.00 0.00 0.00
1H 11 -0.027 1.696 -0.225 0.000 -0.012 0.063 1 0.01 0.00 0.01
1I 11 -0.027 0.263 -0.066 0.000 0.019 0.051 1 0.00 0.00 0.00
1J 11 -0.027 1.001 -0.066 0.000 0.019 0.063 1 0.00 0.00 0.01
1K 11 -0.027 0.263 -0.148 0.000 0.003 0.051 1 0.00 0.00 0.00
1L 11 -0.027 1.001 -0.148 0.000 0.003 0.063 1 0.00 0.00 0.01
1M 11 -0.027 0.263 -0.066 0.000 0.019 0.051 1 0.00 0.00 0.00
1N 11 -0.027 1.001 -0.066 0.000 0.019 0.063 1 0.00 0.00 0.01
1O 11 -0.027 0.263 -0.148 0.000 0.003 0.051 1 0.00 0.00 0.00
1P 11 -0.027 1.001 -0.148 0.000 0.003 0.063 1 0.00 0.00 0.01
2 11 -0.128 8.786 0.229 0.000 -0.024 0.789 1 0.03 0.00 0.07
7 11 0.024 -3.835 -1.932 0.000 0.203 -0.344 1 0.02 0.00 0.03
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.027 0.035 0.095 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1B -0.027 0.035 -0.116 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1C -0.027 -0.035 0.095 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1D -0.027 -0.035 -0.116 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1E -0.027 0.035 0.095 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1F -0.027 0.035 -0.116 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1G -0.027 -0.035 0.095 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1H -0.027 -0.035 -0.116 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1I -0.027 0.019 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1J -0.027 0.019 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1K -0.027 -0.011 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1L -0.027 -0.011 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1M -0.027 0.019 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1N -0.027 0.019 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1O -0.027 -0.011 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1P -0.027 -0.011 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
2 -0.128 -0.024 0.789 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.07 Snell. 'yx'= 4
ASTA NUM. 15 NI 8 NF 16 Lungh. 279.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.009 0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1B 0 -0.009 0.228 0.000 0.000 0.000 -0.000 1 0.00 0.00 0.00
1C 0 -0.009 0.228 -0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1D 0 -0.009 0.228 -0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
1E 0 -0.009 0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1F 0 -0.009 0.228 0.000 0.000 0.000 -0.000 1 0.00 0.00 0.00
1G 0 -0.009 0.228 -0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1H 0 -0.009 0.228 -0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
1I 0 -0.009 0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1J 0 -0.009 0.228 0.000 0.000 0.000 -0.000 1 0.00 0.00 0.00
1K 0 -0.009 0.228 -0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 71
1L 0 -0.009 0.228 -0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
1M 0 -0.009 0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1N 0 -0.009 0.228 0.000 0.000 0.000 -0.000 1 0.00 0.00 0.00
1O 0 -0.009 0.228 -0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1P 0 -0.009 0.228 -0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
2 0 0.076 0.296 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 0 -0.060 0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1A 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1B 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1C 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1D 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1E 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1F 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1G 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1H 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1I 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1J 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1K 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1L 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1M 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1N 140 -0.009 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1O 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1P 140 -0.009 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
2 140 0.076 -0.000 0.000 0.000 -0.000 0.207 1 0.00 0.00 0.02
7 140 -0.060 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1A 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1B 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1C 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1D 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1E 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1F 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1G 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1H 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1I 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1J 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1K 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1L 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1M 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1N 279 -0.009 -0.228 0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1O 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1P 279 -0.009 -0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
2 279 0.076 -0.296 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 279 -0.060 -0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1B -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1C -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1D -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1E -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1F -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1G -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1H -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1I -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1J -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1K -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1L -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1M -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1N -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1O -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
1P -0.009 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
7 -0.060 -0.000 0.159 1 0.3928 1.0001 1.0001 -- -- 0.00 -- 0.02 Snell. 'yx'= 111
ASTA NUM. 16 NI 16 NF 57 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.022 -0.445 0.012 0.000 0.035 0.097 1 0.00 0.00 0.01
1B 0 -0.022 1.695 0.012 0.000 0.035 -0.113 1 0.01 0.00 0.01
1C 0 -0.022 -0.445 -0.227 0.000 -0.035 0.097 1 0.00 0.00 0.01
1D 0 -0.022 1.695 -0.227 0.000 -0.035 -0.113 1 0.01 0.00 0.01
1E 0 -0.022 -0.445 0.012 0.000 0.035 0.097 1 0.00 0.00 0.01
1F 0 -0.022 1.695 0.012 0.000 0.035 -0.113 1 0.01 0.00 0.01
1G 0 -0.022 -0.445 -0.227 0.000 -0.035 0.097 1 0.00 0.00 0.01
1H 0 -0.022 1.695 -0.227 0.000 -0.035 -0.113 1 0.01 0.00 0.01
1I 0 -0.022 0.248 -0.066 0.000 0.011 0.025 1 0.00 0.00 0.00
1J 0 -0.022 1.002 -0.066 0.000 0.011 -0.041 1 0.00 0.00 0.00
1K 0 -0.022 0.248 -0.150 0.000 -0.011 0.025 1 0.00 0.00 0.00
1L 0 -0.022 1.002 -0.150 0.000 -0.011 -0.041 1 0.00 0.00 0.00
1M 0 -0.022 0.248 -0.066 0.000 0.011 0.025 1 0.00 0.00 0.00
1N 0 -0.022 1.002 -0.066 0.000 0.011 -0.041 1 0.00 0.00 0.00
1O 0 -0.022 0.248 -0.150 0.000 -0.011 0.025 1 0.00 0.00 0.00
1P 0 -0.022 1.002 -0.150 0.000 -0.011 -0.041 1 0.00 0.00 0.00
2 0 -0.165 8.996 0.225 0.000 0.000 -0.155 1 0.04 0.00 0.01
7 0 0.053 -3.969 -1.935 0.000 -0.000 0.073 1 0.02 0.00 0.01
1A 5 -0.022 -0.454 0.012 0.000 0.034 0.073 1 0.00 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 72
1B 5 -0.022 1.687 0.012 0.000 0.034 -0.024 1 0.01 0.00 0.00
1C 5 -0.022 -0.454 -0.227 0.000 -0.023 0.073 1 0.00 0.00 0.01
1D 5 -0.022 1.687 -0.227 0.000 -0.023 -0.024 1 0.01 0.00 0.00
1E 5 -0.022 -0.454 0.012 0.000 0.034 0.073 1 0.00 0.00 0.01
1F 5 -0.022 1.687 0.012 0.000 0.034 -0.024 1 0.01 0.00 0.00
1G 5 -0.022 -0.454 -0.227 0.000 -0.023 0.073 1 0.00 0.00 0.01
1H 5 -0.022 1.687 -0.227 0.000 -0.023 -0.024 1 0.01 0.00 0.00
1I 5 -0.022 0.239 -0.066 0.000 0.015 0.038 1 0.00 0.00 0.00
1J 5 -0.022 0.994 -0.066 0.000 0.015 0.011 1 0.00 0.00 0.00
1K 5 -0.022 0.239 -0.150 0.000 -0.004 0.038 1 0.00 0.00 0.00
1L 5 -0.022 0.994 -0.150 0.000 -0.004 0.011 1 0.00 0.00 0.00
1M 5 -0.022 0.239 -0.066 0.000 0.015 0.038 1 0.00 0.00 0.00
1N 5 -0.022 0.994 -0.066 0.000 0.015 0.011 1 0.00 0.00 0.00
1O 5 -0.022 0.239 -0.150 0.000 -0.004 0.038 1 0.00 0.00 0.00
1P 5 -0.022 0.994 -0.150 0.000 -0.004 0.011 1 0.00 0.00 0.00
2 5 -0.165 8.985 0.225 0.000 -0.012 0.317 1 0.04 0.00 0.03
7 5 0.053 -3.978 -1.935 0.000 0.101 -0.135 1 0.02 0.00 0.01
1A 11 -0.022 -0.463 0.012 0.000 0.034 0.049 1 0.00 0.00 0.00
1B 11 -0.022 1.678 0.012 0.000 0.034 0.064 1 0.01 0.00 0.01
1C 11 -0.022 -0.463 -0.227 0.000 -0.011 0.049 1 0.00 0.00 0.00
1D 11 -0.022 1.678 -0.227 0.000 -0.011 0.064 1 0.01 0.00 0.01
1E 11 -0.022 -0.463 0.012 0.000 0.034 0.049 1 0.00 0.00 0.00
1F 11 -0.022 1.678 0.012 0.000 0.034 0.064 1 0.01 0.00 0.01
1G 11 -0.022 -0.463 -0.227 0.000 -0.011 0.049 1 0.00 0.00 0.00
1H 11 -0.022 1.678 -0.227 0.000 -0.011 0.064 1 0.01 0.00 0.01
1I 11 -0.022 0.231 -0.066 0.000 0.019 0.050 1 0.00 0.00 0.00
1J 11 -0.022 0.985 -0.066 0.000 0.019 0.063 1 0.00 0.00 0.01
1K 11 -0.022 0.231 -0.150 0.000 0.003 0.050 1 0.00 0.00 0.00
1L 11 -0.022 0.985 -0.150 0.000 0.003 0.063 1 0.00 0.00 0.01
1M 11 -0.022 0.231 -0.066 0.000 0.019 0.050 1 0.00 0.00 0.00
1N 11 -0.022 0.985 -0.066 0.000 0.019 0.063 1 0.00 0.00 0.01
1O 11 -0.022 0.231 -0.150 0.000 0.003 0.050 1 0.00 0.00 0.00
1P 11 -0.022 0.985 -0.150 0.000 0.003 0.063 1 0.00 0.00 0.01
2 11 -0.165 8.974 0.225 0.000 -0.024 0.789 1 0.04 0.00 0.07
7 11 0.053 -3.986 -1.935 0.000 0.203 -0.345 1 0.02 0.00 0.03
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.022 0.035 0.097 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1B -0.022 0.035 -0.113 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1C -0.022 -0.035 0.097 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1D -0.022 -0.035 -0.113 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1E -0.022 0.035 0.097 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1F -0.022 0.035 -0.113 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1G -0.022 -0.035 0.097 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1H -0.022 -0.035 -0.113 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1I -0.022 0.019 0.050 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1J -0.022 0.019 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1K -0.022 -0.011 0.050 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1L -0.022 -0.011 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1M -0.022 0.019 0.050 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1N -0.022 0.019 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1O -0.022 -0.011 0.050 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1P -0.022 -0.011 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
2 -0.165 -0.024 0.789 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.07 Snell. 'yx'= 4
ASTA NUM. 17 NI 27 NF 60 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.042 -2.179 1.261 0.000 0.000 0.249 1 0.01 0.00 0.02
1B 0 -0.042 2.639 1.261 0.000 0.000 -0.258 1 0.01 0.00 0.02
1C 0 -0.042 -2.179 -1.068 0.000 -0.000 0.249 1 0.01 0.00 0.02
1D 0 -0.042 2.639 -1.068 0.000 -0.000 -0.258 1 0.01 0.00 0.02
1E 0 0.107 -2.179 1.261 0.000 0.000 0.249 1 0.01 0.00 0.02
1F 0 0.107 2.639 1.261 0.000 0.000 -0.258 1 0.01 0.00 0.02
1G 0 0.107 -2.179 -1.068 0.000 -0.000 0.249 1 0.01 0.00 0.02
1H 0 0.107 2.639 -1.068 0.000 -0.000 -0.258 1 0.01 0.00 0.02
1I 0 0.007 -0.502 1.848 0.000 0.000 0.073 1 0.02 0.00 0.01
1J 0 0.007 0.962 1.848 0.000 0.000 -0.083 1 0.02 0.00 0.01
1K 0 0.007 -0.502 -1.655 0.000 -0.000 0.073 1 0.01 0.00 0.01
1L 0 0.007 0.962 -1.655 0.000 -0.000 -0.083 1 0.01 0.00 0.01
1M 0 0.058 -0.502 1.848 0.000 0.000 0.073 1 0.02 0.00 0.01
1N 0 0.058 0.962 1.848 0.000 0.000 -0.083 1 0.02 0.00 0.01
1O 0 0.058 -0.502 -1.655 0.000 -0.000 0.073 1 0.01 0.00 0.01
1P 0 0.058 0.962 -1.655 0.000 -0.000 -0.083 1 0.01 0.00 0.01
2 0 0.262 0.811 -1.225 0.000 -0.000 -0.004 1 0.01 0.00 0.00
7 0 -0.091 -0.020 3.393 0.000 0.000 -0.007 1 0.03 0.00 0.00
1A 5 -0.042 -2.188 1.261 0.000 0.056 0.134 1 0.01 0.00 0.01
1B 5 -0.042 2.630 1.261 0.000 0.056 -0.120 1 0.01 0.00 0.01
1C 5 -0.042 -2.188 -1.068 0.000 -0.066 0.134 1 0.01 0.00 0.01
1D 5 -0.042 2.630 -1.068 0.000 -0.066 -0.120 1 0.01 0.00 0.01
1E 5 0.107 -2.188 1.261 0.000 0.056 0.134 1 0.01 0.00 0.01
1F 5 0.107 2.630 1.261 0.000 0.056 -0.120 1 0.01 0.00 0.01
1G 5 0.107 -2.188 -1.068 0.000 -0.066 0.134 1 0.01 0.00 0.01
1H 5 0.107 2.630 -1.068 0.000 -0.066 -0.120 1 0.01 0.00 0.01
1I 5 0.007 -0.511 1.848 0.000 -0.097 0.047 1 0.02 0.00 0.00
1J 5 0.007 0.953 1.848 0.000 -0.097 -0.032 1 0.02 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 73
1K 5 0.007 -0.511 -1.655 0.000 0.087 0.047 1 0.01 0.00 0.00
1L 5 0.007 0.953 -1.655 0.000 0.087 -0.032 1 0.01 0.00 0.00
1M 5 0.058 -0.511 1.848 0.000 -0.097 0.047 1 0.02 0.00 0.00
1N 5 0.058 0.953 1.848 0.000 -0.097 -0.032 1 0.02 0.00 0.00
1O 5 0.058 -0.511 -1.655 0.000 0.087 0.047 1 0.01 0.00 0.00
1P 5 0.058 0.953 -1.655 0.000 0.087 -0.032 1 0.01 0.00 0.00
2 5 0.262 0.799 -1.225 0.000 0.064 0.038 1 0.01 0.00 0.00
7 5 -0.091 -0.028 3.393 0.000 -0.178 -0.009 1 0.03 0.00 0.01
1A 11 -0.042 -2.196 1.261 0.000 0.112 0.020 1 0.01 0.00 0.01
1B 11 -0.042 2.622 1.261 0.000 0.112 0.018 1 0.01 0.00 0.01
1C 11 -0.042 -2.196 -1.068 0.000 -0.133 0.020 1 0.01 0.00 0.01
1D 11 -0.042 2.622 -1.068 0.000 -0.133 0.018 1 0.01 0.00 0.01
1E 11 0.107 -2.196 1.261 0.000 0.112 0.020 1 0.01 0.00 0.01
1F 11 0.107 2.622 1.261 0.000 0.112 0.018 1 0.01 0.00 0.01
1G 11 0.107 -2.196 -1.068 0.000 -0.133 0.020 1 0.01 0.00 0.01
1H 11 0.107 2.622 -1.068 0.000 -0.133 0.018 1 0.01 0.00 0.01
1I 11 0.007 -0.519 1.848 0.000 -0.194 0.020 1 0.02 0.00 0.01
1J 11 0.007 0.945 1.848 0.000 -0.194 0.017 1 0.02 0.00 0.01
1K 11 0.007 -0.519 -1.655 0.000 0.174 0.020 1 0.01 0.00 0.01
1L 11 0.007 0.945 -1.655 0.000 0.174 0.017 1 0.01 0.00 0.01
1M 11 0.058 -0.519 1.848 0.000 -0.194 0.020 1 0.02 0.00 0.01
1N 11 0.058 0.945 1.848 0.000 -0.194 0.017 1 0.02 0.00 0.01
1O 11 0.058 -0.519 -1.655 0.000 0.174 0.020 1 0.01 0.00 0.01
1P 11 0.058 0.945 -1.655 0.000 0.174 0.017 1 0.01 0.00 0.01
2 11 0.262 0.788 -1.225 0.000 0.129 0.080 1 0.01 0.00 0.01
7 11 -0.091 -0.037 3.393 0.000 -0.356 -0.010 1 0.03 0.00 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.042 0.112 0.249 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
1B -0.042 0.112 -0.258 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
1C -0.042 -0.133 0.249 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
1D -0.042 -0.133 -0.258 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
7 -0.091 -0.356 -0.010 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
ASTA NUM. 18 NI 24 NF 4 Lungh. 279.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.016 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1B 0 0.016 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1C 0 0.016 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1D 0 0.016 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1E 0 0.057 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1F 0 0.057 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1G 0 0.057 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1H 0 0.057 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1I 0 0.024 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1J 0 0.024 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1K 0 0.024 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1L 0 0.024 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1M 0 0.049 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1N 0 0.049 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1O 0 0.049 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1P 0 0.049 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
2 0 0.126 0.296 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 0 -0.008 0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1A 140 0.016 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1B 140 0.016 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1C 140 0.016 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1D 140 0.016 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1E 140 0.057 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1F 140 0.057 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1G 140 0.057 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1H 140 0.057 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1I 140 0.024 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1J 140 0.024 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1K 140 0.024 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1L 140 0.024 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1M 140 0.049 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1N 140 0.049 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1O 140 0.049 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1P 140 0.049 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
2 140 0.126 -0.000 0.000 0.000 -0.000 0.207 1 0.00 0.00 0.02
7 140 -0.008 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1A 279 0.016 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1B 279 0.016 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1C 279 0.016 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1D 279 0.016 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1E 279 0.057 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1F 279 0.057 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1G 279 0.057 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1H 279 0.057 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1I 279 0.024 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1J 279 0.024 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1K 279 0.024 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1L 279 0.024 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 74
1M 279 0.049 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1N 279 0.049 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1O 279 0.049 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1P 279 0.049 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
2 279 0.126 -0.296 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 279 -0.008 -0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
7 -0.008 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
ASTA NUM. 19 NI 4 NF 58 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.006 -2.259 0.550 0.000 0.000 0.256 1 0.01 0.00 0.02
1B 0 -0.006 2.797 0.550 0.000 0.000 -0.274 1 0.01 0.00 0.03
1C 0 -0.006 -2.259 -0.363 0.000 -0.000 0.256 1 0.01 0.00 0.02
1D 0 -0.006 2.797 -0.363 0.000 -0.000 -0.274 1 0.01 0.00 0.03
1E 0 0.107 -2.259 0.550 0.000 0.000 0.256 1 0.01 0.00 0.02
1F 0 0.107 2.797 0.550 0.000 0.000 -0.274 1 0.01 0.00 0.03
1G 0 0.107 -2.259 -0.363 0.000 -0.000 0.256 1 0.01 0.00 0.02
1H 0 0.107 2.797 -0.363 0.000 -0.000 -0.274 1 0.01 0.00 0.03
1I 0 0.027 -0.508 1.583 0.000 0.000 0.071 1 0.01 0.00 0.01
1J 0 0.027 1.046 1.583 0.000 0.000 -0.089 1 0.01 0.00 0.01
1K 0 0.027 -0.508 -1.397 0.000 -0.000 0.071 1 0.01 0.00 0.01
1L 0 0.027 1.046 -1.397 0.000 -0.000 -0.089 1 0.01 0.00 0.01
1M 0 0.075 -0.508 1.583 0.000 0.000 0.071 1 0.01 0.00 0.01
1N 0 0.075 1.046 1.583 0.000 0.000 -0.089 1 0.01 0.00 0.01
1O 0 0.075 -0.508 -1.397 0.000 -0.000 0.071 1 0.01 0.00 0.01
1P 0 0.075 1.046 -1.397 0.000 -0.000 -0.089 1 0.01 0.00 0.01
2 0 0.324 1.436 -1.246 0.000 -0.000 -0.070 1 0.01 0.00 0.01
7 0 -0.095 -0.312 3.397 0.000 0.000 0.023 1 0.03 0.00 0.00
1A 5 -0.006 -2.268 0.550 0.000 0.019 0.137 1 0.01 0.00 0.01
1B 5 -0.006 2.789 0.550 0.000 0.019 -0.127 1 0.01 0.00 0.01
1C 5 -0.006 -2.268 -0.363 0.000 -0.029 0.137 1 0.01 0.00 0.01
1D 5 -0.006 2.789 -0.363 0.000 -0.029 -0.127 1 0.01 0.00 0.01
1E 5 0.107 -2.268 0.550 0.000 0.019 0.137 1 0.01 0.00 0.01
1F 5 0.107 2.789 0.550 0.000 0.019 -0.127 1 0.01 0.00 0.01
1G 5 0.107 -2.268 -0.363 0.000 -0.029 0.137 1 0.01 0.00 0.01
1H 5 0.107 2.789 -0.363 0.000 -0.029 -0.127 1 0.01 0.00 0.01
1I 5 0.027 -0.516 1.583 0.000 0.073 0.044 1 0.01 0.00 0.00
1J 5 0.027 1.037 1.583 0.000 0.073 -0.034 1 0.01 0.00 0.00
1K 5 0.027 -0.516 -1.397 0.000 -0.083 0.044 1 0.01 0.00 0.00
1L 5 0.027 1.037 -1.397 0.000 -0.083 -0.034 1 0.01 0.00 0.00
1M 5 0.075 -0.516 1.583 0.000 0.073 0.044 1 0.01 0.00 0.00
1N 5 0.075 1.037 1.583 0.000 0.073 -0.034 1 0.01 0.00 0.00
1O 5 0.075 -0.516 -1.397 0.000 -0.083 0.044 1 0.01 0.00 0.00
1P 5 0.075 1.037 -1.397 0.000 -0.083 -0.034 1 0.01 0.00 0.00
2 5 0.324 1.425 -1.246 0.000 0.065 0.005 1 0.01 0.00 0.00
7 5 -0.095 -0.321 3.397 0.000 -0.178 0.007 1 0.03 0.00 0.01
1A 11 -0.006 -2.276 0.550 0.000 0.038 0.018 1 0.01 0.00 0.00
1B 11 -0.006 2.780 0.550 0.000 0.038 0.019 1 0.01 0.00 0.00
1C 11 -0.006 -2.276 -0.363 0.000 -0.058 0.018 1 0.01 0.00 0.00
1D 11 -0.006 2.780 -0.363 0.000 -0.058 0.019 1 0.01 0.00 0.00
1E 11 0.107 -2.276 0.550 0.000 0.038 0.018 1 0.01 0.00 0.00
1F 11 0.107 2.780 0.550 0.000 0.038 0.019 1 0.01 0.00 0.00
1G 11 0.107 -2.276 -0.363 0.000 -0.058 0.018 1 0.01 0.00 0.00
1H 11 0.107 2.780 -0.363 0.000 -0.058 0.019 1 0.01 0.00 0.00
1I 11 0.027 -0.525 1.583 0.000 0.147 0.017 1 0.01 0.00 0.01
1J 11 0.027 1.029 1.583 0.000 0.147 0.020 1 0.01 0.00 0.01
1K 11 0.027 -0.525 -1.397 0.000 -0.166 0.017 1 0.01 0.00 0.01
1L 11 0.027 1.029 -1.397 0.000 -0.166 0.020 1 0.01 0.00 0.01
1M 11 0.075 -0.525 1.583 0.000 0.147 0.017 1 0.01 0.00 0.01
1N 11 0.075 1.029 1.583 0.000 0.147 0.020 1 0.01 0.00 0.01
1O 11 0.075 -0.525 -1.397 0.000 -0.166 0.017 1 0.01 0.00 0.01
1P 11 0.075 1.029 -1.397 0.000 -0.166 0.020 1 0.01 0.00 0.01
2 11 0.324 1.414 -1.246 0.000 0.131 0.080 1 0.01 0.00 0.01
7 11 -0.095 -0.329 3.397 0.000 -0.356 -0.010 1 0.03 0.00 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.006 0.038 0.256 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
1B -0.006 0.038 -0.274 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
1C -0.006 -0.058 0.256 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
1D -0.006 -0.058 -0.274 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
7 -0.095 -0.356 0.023 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
ASTA NUM. 20 NI 7 NF 17 Lungh. 279.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 75
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.026 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1B 0 0.026 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1C 0 0.026 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1D 0 0.026 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1E 0 0.046 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1F 0 0.046 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1G 0 0.046 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1H 0 0.046 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1I 0 0.027 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1J 0 0.027 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1K 0 0.027 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1L 0 0.027 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1M 0 0.045 0.228 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1N 0 0.045 0.228 0.000 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1O 0 0.045 0.228 -0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1P 0 0.045 0.228 -0.000 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
2 0 0.123 0.296 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 0 -0.008 0.228 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
1A 140 0.026 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1B 140 0.026 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1C 140 0.026 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1D 140 0.026 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1E 140 0.046 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1F 140 0.046 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1G 140 0.046 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1H 140 0.046 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1I 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1J 140 0.027 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1K 140 0.027 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1L 140 0.027 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1M 140 0.045 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1N 140 0.045 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1O 140 0.045 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1P 140 0.045 -0.000 -0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
2 140 0.123 -0.000 0.000 0.000 -0.000 0.207 1 0.00 0.00 0.02
7 140 -0.008 -0.000 0.000 0.000 -0.000 0.159 1 0.00 0.00 0.01
1A 279 0.026 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1B 279 0.026 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1C 279 0.026 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1D 279 0.026 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1E 279 0.046 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1F 279 0.046 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1G 279 0.046 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1H 279 0.046 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1I 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1J 279 0.027 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1K 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1L 279 0.027 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1M 279 0.045 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1N 279 0.045 -0.228 0.000 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1O 279 0.045 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1P 279 0.045 -0.228 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
2 279 0.123 -0.296 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
7 279 -0.008 -0.228 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
7 -0.008 -0.000 0.159 1 0.3928 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 111
ASTA NUM. 21 NI 17 NF 59 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.009 -2.125 1.192 0.000 0.000 0.242 1 0.01 0.00 0.02
1B 0 0.009 2.736 1.192 0.000 0.000 -0.268 1 0.01 0.00 0.02
1C 0 0.009 -2.125 -1.000 0.000 -0.000 0.242 1 0.01 0.00 0.02
1D 0 0.009 2.736 -1.000 0.000 -0.000 -0.268 1 0.01 0.00 0.02
1E 0 0.055 -2.125 1.192 0.000 0.000 0.242 1 0.01 0.00 0.02
1F 0 0.055 2.736 1.192 0.000 0.000 -0.268 1 0.01 0.00 0.02
1G 0 0.055 -2.125 -1.000 0.000 -0.000 0.242 1 0.01 0.00 0.02
1H 0 0.055 2.736 -1.000 0.000 -0.000 -0.268 1 0.01 0.00 0.02
1I 0 0.021 -0.459 1.775 0.000 0.000 0.067 1 0.02 0.00 0.01
1J 0 0.021 1.071 1.775 0.000 0.000 -0.092 1 0.02 0.00 0.01
1K 0 0.021 -0.459 -1.583 0.000 -0.000 0.067 1 0.01 0.00 0.01
1L 0 0.021 1.071 -1.583 0.000 -0.000 -0.092 1 0.01 0.00 0.01
1M 0 0.044 -0.459 1.775 0.000 0.000 0.067 1 0.02 0.00 0.01
1N 0 0.044 1.071 1.775 0.000 0.000 -0.092 1 0.02 0.00 0.01
1O 0 0.044 -0.459 -1.583 0.000 -0.000 0.067 1 0.01 0.00 0.01
1P 0 0.044 1.071 -1.583 0.000 -0.000 -0.092 1 0.01 0.00 0.01
2 0 0.261 2.058 -1.232 0.000 -0.000 -0.135 1 0.01 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 76
7 0 -0.091 -0.607 3.397 0.000 0.000 0.054 1 0.03 0.00 0.01
1A 5 0.009 -2.134 1.192 0.000 -0.062 0.130 1 0.01 0.00 0.01
1B 5 0.009 2.728 1.192 0.000 -0.062 -0.124 1 0.01 0.00 0.01
1C 5 0.009 -2.134 -1.000 0.000 0.052 0.130 1 0.01 0.00 0.01
1D 5 0.009 2.728 -1.000 0.000 0.052 -0.124 1 0.01 0.00 0.01
1E 5 0.055 -2.134 1.192 0.000 -0.062 0.130 1 0.01 0.00 0.01
1F 5 0.055 2.728 1.192 0.000 -0.062 -0.124 1 0.01 0.00 0.01
1G 5 0.055 -2.134 -1.000 0.000 0.052 0.130 1 0.01 0.00 0.01
1H 5 0.055 2.728 -1.000 0.000 0.052 -0.124 1 0.01 0.00 0.01
1I 5 0.021 -0.468 1.775 0.000 -0.093 0.042 1 0.02 0.00 0.00
1J 5 0.021 1.062 1.775 0.000 -0.093 -0.036 1 0.02 0.00 0.00
1K 5 0.021 -0.468 -1.583 0.000 0.083 0.042 1 0.01 0.00 0.00
1L 5 0.021 1.062 -1.583 0.000 0.083 -0.036 1 0.01 0.00 0.00
1M 5 0.044 -0.468 1.775 0.000 -0.093 0.042 1 0.02 0.00 0.00
1N 5 0.044 1.062 1.775 0.000 -0.093 -0.036 1 0.02 0.00 0.00
1O 5 0.044 -0.468 -1.583 0.000 0.083 0.042 1 0.01 0.00 0.00
1P 5 0.044 1.062 -1.583 0.000 0.083 -0.036 1 0.01 0.00 0.00
2 5 0.261 2.047 -1.232 0.000 0.065 -0.027 1 0.01 0.00 0.00
7 5 -0.091 -0.616 3.397 0.000 -0.178 0.022 1 0.03 0.00 0.01
1A 11 0.009 -2.142 1.192 0.000 -0.125 0.018 1 0.01 0.00 0.01
1B 11 0.009 2.719 1.192 0.000 -0.125 0.019 1 0.01 0.00 0.01
1C 11 0.009 -2.142 -1.000 0.000 0.105 0.018 1 0.01 0.00 0.00
1D 11 0.009 2.719 -1.000 0.000 0.105 0.019 1 0.01 0.00 0.00
1E 11 0.055 -2.142 1.192 0.000 -0.125 0.018 1 0.01 0.00 0.01
1F 11 0.055 2.719 1.192 0.000 -0.125 0.019 1 0.01 0.00 0.01
1G 11 0.055 -2.142 -1.000 0.000 0.105 0.018 1 0.01 0.00 0.00
1H 11 0.055 2.719 -1.000 0.000 0.105 0.019 1 0.01 0.00 0.00
1I 11 0.021 -0.476 1.775 0.000 -0.186 0.017 1 0.02 0.00 0.01
1J 11 0.021 1.053 1.775 0.000 -0.186 0.020 1 0.02 0.00 0.01
1K 11 0.021 -0.476 -1.583 0.000 0.166 0.017 1 0.01 0.00 0.01
1L 11 0.021 1.053 -1.583 0.000 0.166 0.020 1 0.01 0.00 0.01
1M 11 0.044 -0.476 1.775 0.000 -0.186 0.017 1 0.02 0.00 0.01
1N 11 0.044 1.053 1.775 0.000 -0.186 0.020 1 0.02 0.00 0.01
1O 11 0.044 -0.476 -1.583 0.000 0.166 0.017 1 0.01 0.00 0.01
1P 11 0.044 1.053 -1.583 0.000 0.166 0.020 1 0.01 0.00 0.01
2 11 0.261 2.036 -1.232 0.000 0.129 0.080 1 0.01 0.00 0.01
7 11 -0.091 -0.625 3.397 0.000 -0.357 -0.010 1 0.03 0.00 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
7 -0.091 -0.357 0.054 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
ASTA NUM. 22 NI 31 NF 32 Lungh. 21.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.003 -4.266 0.001 0.000 0.000 0.449 1 0.02 0.00 0.04
1B 0 0.003 4.649 0.001 0.000 0.000 -0.487 1 0.02 0.00 0.05
1C 0 0.003 -4.266 -0.001 0.000 -0.000 0.449 1 0.02 0.00 0.04
1D 0 0.003 4.649 -0.001 0.000 -0.000 -0.487 1 0.02 0.00 0.05
1E 0 0.003 -4.266 0.001 0.000 0.000 0.449 1 0.02 0.00 0.04
1F 0 0.003 4.649 0.001 0.000 0.000 -0.487 1 0.02 0.00 0.05
1G 0 0.003 -4.266 -0.001 0.000 -0.000 0.449 1 0.02 0.00 0.04
1H 0 0.003 4.649 -0.001 0.000 -0.000 -0.487 1 0.02 0.00 0.05
1I 0 0.003 -1.191 0.001 0.000 0.000 0.126 1 0.00 0.00 0.01
1J 0 0.003 1.574 0.001 0.000 0.000 -0.164 1 0.01 0.00 0.02
1K 0 0.003 -1.191 -0.001 0.000 -0.000 0.126 1 0.00 0.00 0.01
1L 0 0.003 1.574 -0.001 0.000 -0.000 -0.164 1 0.01 0.00 0.02
1M 0 0.003 -1.191 0.001 0.000 0.000 0.126 1 0.00 0.00 0.01
1N 0 0.003 1.574 0.001 0.000 0.000 -0.164 1 0.01 0.00 0.02
1O 0 0.003 -1.191 -0.001 0.000 -0.000 0.126 1 0.00 0.00 0.01
1P 0 0.003 1.574 -0.001 0.000 -0.000 -0.164 1 0.01 0.00 0.02
2 0 0.003 1.331 -0.000 0.000 0.000 -0.138 1 0.01 0.00 0.01
7 0 0.004 -0.433 0.000 0.000 -0.000 0.046 1 0.00 0.00 0.00
1A 11 0.003 -4.284 0.001 0.000 0.000 0.000 -- 0.02 0.00 0.00
1B 11 0.003 4.632 0.001 0.000 0.000 -0.000 -- 0.02 0.00 0.00
1C 11 0.003 -4.284 -0.001 0.000 -0.000 0.000 -- 0.02 0.00 0.00
1D 11 0.003 4.632 -0.001 0.000 -0.000 -0.000 -- 0.02 0.00 0.00
1E 11 0.003 -4.284 0.001 0.000 0.000 0.000 -- 0.02 0.00 0.00
1F 11 0.003 4.632 0.001 0.000 0.000 -0.000 -- 0.02 0.00 0.00
1G 11 0.003 -4.284 -0.001 0.000 -0.000 0.000 -- 0.02 0.00 0.00
1H 11 0.003 4.632 -0.001 0.000 -0.000 -0.000 -- 0.02 0.00 0.00
1I 11 0.003 -1.208 0.001 0.000 0.000 0.000 -- 0.00 0.00 0.00
1J 11 0.003 1.557 0.001 0.000 0.000 -0.000 -- 0.01 0.00 0.00
1K 11 0.003 -1.208 -0.001 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1L 11 0.003 1.557 -0.001 0.000 -0.000 -0.000 -- 0.01 0.00 0.00
1M 11 0.003 -1.208 0.001 0.000 0.000 0.000 -- 0.00 0.00 0.00
1N 11 0.003 1.557 0.001 0.000 0.000 -0.000 -- 0.01 0.00 0.00
1O 11 0.003 -1.208 -0.001 0.000 -0.000 0.000 -- 0.00 0.00 0.00
1P 11 0.003 1.557 -0.001 0.000 -0.000 -0.000 -- 0.01 0.00 0.00
2 11 0.003 1.309 -0.000 0.000 0.000 0.000 1 0.01 0.00 0.00
7 11 0.004 -0.450 0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
1A 21 0.003 -4.301 0.001 0.000 -0.000 -0.451 1 0.02 0.00 0.04
1B 21 0.003 4.615 0.001 0.000 -0.000 0.486 1 0.02 0.00 0.05
1C 21 0.003 -4.301 -0.001 0.000 0.000 -0.451 1 0.02 0.00 0.04
1D 21 0.003 4.615 -0.001 0.000 0.000 0.486 1 0.02 0.00 0.05
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 77
1E 21 0.003 -4.301 0.001 0.000 -0.000 -0.451 1 0.02 0.00 0.04
1F 21 0.003 4.615 0.001 0.000 -0.000 0.486 1 0.02 0.00 0.05
1G 21 0.003 -4.301 -0.001 0.000 0.000 -0.451 1 0.02 0.00 0.04
1H 21 0.003 4.615 -0.001 0.000 0.000 0.486 1 0.02 0.00 0.05
1I 21 0.003 -1.226 0.001 0.000 -0.000 -0.128 1 0.00 0.00 0.01
1J 21 0.003 1.540 0.001 0.000 -0.000 0.163 1 0.01 0.00 0.02
1K 21 0.003 -1.226 -0.001 0.000 0.000 -0.128 1 0.00 0.00 0.01
1L 21 0.003 1.540 -0.001 0.000 0.000 0.163 1 0.01 0.00 0.02
1M 21 0.003 -1.226 0.001 0.000 -0.000 -0.128 1 0.00 0.00 0.01
1N 21 0.003 1.540 0.001 0.000 -0.000 0.163 1 0.01 0.00 0.02
1O 21 0.003 -1.226 -0.001 0.000 0.000 -0.128 1 0.00 0.00 0.01
1P 21 0.003 1.540 -0.001 0.000 0.000 0.163 1 0.01 0.00 0.02
2 21 0.003 1.287 -0.000 0.000 0.000 0.137 1 0.01 0.00 0.01
7 21 0.004 -0.467 0.000 0.000 -0.000 -0.048 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
ASTA NUM. 23 NI 33 NF 34 Lungh. 21.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.003 -4.685 0.001 0.000 0.000 0.493 1 0.02 0.00 0.05
1B 0 0.003 4.725 0.001 0.000 0.000 -0.495 1 0.02 0.00 0.05
1C 0 0.003 -4.685 -0.001 0.000 -0.000 0.493 1 0.02 0.00 0.05
1D 0 0.003 4.725 -0.001 0.000 -0.000 -0.495 1 0.02 0.00 0.05
1E 0 0.003 -4.685 0.001 0.000 0.000 0.493 1 0.02 0.00 0.05
1F 0 0.003 4.725 0.001 0.000 0.000 -0.495 1 0.02 0.00 0.05
1G 0 0.003 -4.685 -0.001 0.000 -0.000 0.493 1 0.02 0.00 0.05
1H 0 0.003 4.725 -0.001 0.000 -0.000 -0.495 1 0.02 0.00 0.05
1I 0 0.003 -1.392 0.000 0.000 0.000 0.147 1 0.01 0.00 0.01
1J 0 0.003 1.432 0.000 0.000 0.000 -0.149 1 0.01 0.00 0.01
1K 0 0.003 -1.392 -0.000 0.000 -0.000 0.147 1 0.01 0.00 0.01
1L 0 0.003 1.432 -0.000 0.000 -0.000 -0.149 1 0.01 0.00 0.01
1M 0 0.003 -1.392 0.000 0.000 0.000 0.147 1 0.01 0.00 0.01
1N 0 0.003 1.432 0.000 0.000 0.000 -0.149 1 0.01 0.00 0.01
1O 0 0.003 -1.392 -0.000 0.000 -0.000 0.147 1 0.01 0.00 0.01
1P 0 0.003 1.432 -0.000 0.000 -0.000 -0.149 1 0.01 0.00 0.01
2 0 0.004 0.033 0.000 0.000 0.000 -0.002 1 0.00 0.00 0.00
7 0 0.004 0.016 0.000 0.000 -0.000 -0.001 1 0.00 0.00 0.00
1A 11 0.003 -4.702 0.001 0.000 -0.000 0.000 -- 0.02 0.00 0.00
1B 11 0.003 4.708 0.001 0.000 -0.000 -0.000 -- 0.02 0.00 0.00
1C 11 0.003 -4.702 -0.001 0.000 -0.000 0.000 -- 0.02 0.00 0.00
1D 11 0.003 4.708 -0.001 0.000 -0.000 -0.000 -- 0.02 0.00 0.00
1E 11 0.003 -4.702 0.001 0.000 -0.000 0.000 -- 0.02 0.00 0.00
1F 11 0.003 4.708 0.001 0.000 -0.000 -0.000 -- 0.02 0.00 0.00
1G 11 0.003 -4.702 -0.001 0.000 -0.000 0.000 -- 0.02 0.00 0.00
1H 11 0.003 4.708 -0.001 0.000 -0.000 -0.000 -- 0.02 0.00 0.00
1I 11 0.003 -1.409 0.000 0.000 0.000 0.000 -- 0.01 0.00 0.00
1J 11 0.003 1.415 0.000 0.000 0.000 -0.000 -- 0.01 0.00 0.00
1K 11 0.003 -1.409 -0.000 0.000 -0.000 0.000 -- 0.01 0.00 0.00
1L 11 0.003 1.415 -0.000 0.000 -0.000 -0.000 -- 0.01 0.00 0.00
1M 11 0.003 -1.409 0.000 0.000 0.000 0.000 -- 0.01 0.00 0.00
1N 11 0.003 1.415 0.000 0.000 0.000 -0.000 -- 0.01 0.00 0.00
1O 11 0.003 -1.409 -0.000 0.000 -0.000 0.000 -- 0.01 0.00 0.00
1P 11 0.003 1.415 -0.000 0.000 -0.000 -0.000 -- 0.01 0.00 0.00
2 11 0.004 0.010 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
7 11 0.004 -0.001 0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
1A 21 0.003 -4.719 0.001 0.000 -0.000 -0.495 1 0.02 0.00 0.05
1B 21 0.003 4.691 0.001 0.000 -0.000 0.494 1 0.02 0.00 0.05
1C 21 0.003 -4.719 -0.001 0.000 0.000 -0.495 1 0.02 0.00 0.05
1D 21 0.003 4.691 -0.001 0.000 0.000 0.494 1 0.02 0.00 0.05
1E 21 0.003 -4.719 0.001 0.000 -0.000 -0.495 1 0.02 0.00 0.05
1F 21 0.003 4.691 0.001 0.000 -0.000 0.494 1 0.02 0.00 0.05
1G 21 0.003 -4.719 -0.001 0.000 0.000 -0.495 1 0.02 0.00 0.05
1H 21 0.003 4.691 -0.001 0.000 0.000 0.494 1 0.02 0.00 0.05
1I 21 0.003 -1.426 0.000 0.000 0.000 -0.149 1 0.01 0.00 0.01
1J 21 0.003 1.398 0.000 0.000 0.000 0.148 1 0.01 0.00 0.01
1K 21 0.003 -1.426 -0.000 0.000 -0.000 -0.149 1 0.01 0.00 0.01
1L 21 0.003 1.398 -0.000 0.000 -0.000 0.148 1 0.01 0.00 0.01
1M 21 0.003 -1.426 0.000 0.000 0.000 -0.149 1 0.01 0.00 0.01
1N 21 0.003 1.398 0.000 0.000 0.000 0.148 1 0.01 0.00 0.01
1O 21 0.003 -1.426 -0.000 0.000 -0.000 -0.149 1 0.01 0.00 0.01
1P 21 0.003 1.398 -0.000 0.000 -0.000 0.148 1 0.01 0.00 0.01
2 21 0.004 -0.012 0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
7 21 0.004 -0.018 0.000 0.000 -0.000 -0.001 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
ASTA NUM. 24 NI 35 NF 36 Lungh. 21.0 cm SEZ. 2 Ps HEA 100 capovolto
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 78
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.003 -4.663 0.001 0.000 0.000 0.491 1 0.02 0.00 0.05
1B 0 0.003 4.345 0.001 0.000 0.000 -0.455 1 0.02 0.00 0.04
1C 0 0.003 -4.663 -0.001 0.000 -0.000 0.491 1 0.02 0.00 0.05
1D 0 0.003 4.345 -0.001 0.000 -0.000 -0.455 1 0.02 0.00 0.04
1E 0 0.003 -4.663 0.001 0.000 0.000 0.491 1 0.02 0.00 0.05
1F 0 0.003 4.345 0.001 0.000 0.000 -0.455 1 0.02 0.00 0.04
1G 0 0.003 -4.663 -0.001 0.000 -0.000 0.491 1 0.02 0.00 0.05
1H 0 0.003 4.345 -0.001 0.000 -0.000 -0.455 1 0.02 0.00 0.04
1I 0 0.003 -1.556 0.001 0.000 0.000 0.164 1 0.01 0.00 0.02
1J 0 0.003 1.238 0.001 0.000 0.000 -0.129 1 0.00 0.00 0.01
1K 0 0.003 -1.556 -0.001 0.000 -0.000 0.164 1 0.01 0.00 0.02
1L 0 0.003 1.238 -0.001 0.000 -0.000 -0.129 1 0.00 0.00 0.01
1M 0 0.003 -1.556 0.001 0.000 0.000 0.164 1 0.01 0.00 0.02
1N 0 0.003 1.238 0.001 0.000 0.000 -0.129 1 0.00 0.00 0.01
1O 0 0.003 -1.556 -0.001 0.000 -0.000 0.164 1 0.01 0.00 0.02
1P 0 0.003 1.238 -0.001 0.000 -0.000 -0.129 1 0.00 0.00 0.01
2 0 0.004 -1.289 0.000 0.000 0.000 0.137 1 0.01 0.00 0.01
7 0 0.004 0.466 -0.000 0.000 -0.000 -0.048 1 0.00 0.00 0.00
1A 11 0.003 -4.680 0.001 0.000 -0.000 0.000 -- 0.02 0.00 0.00
1B 11 0.003 4.328 0.001 0.000 -0.000 -0.000 -- 0.02 0.00 0.00
1C 11 0.003 -4.680 -0.001 0.000 0.000 0.000 -- 0.02 0.00 0.00
1D 11 0.003 4.328 -0.001 0.000 0.000 -0.000 -- 0.02 0.00 0.00
1E 11 0.003 -4.680 0.001 0.000 -0.000 0.000 -- 0.02 0.00 0.00
1F 11 0.003 4.328 0.001 0.000 -0.000 -0.000 -- 0.02 0.00 0.00
1G 11 0.003 -4.680 -0.001 0.000 0.000 0.000 -- 0.02 0.00 0.00
1H 11 0.003 4.328 -0.001 0.000 0.000 -0.000 -- 0.02 0.00 0.00
1I 11 0.003 -1.573 0.001 0.000 -0.000 0.000 -- 0.01 0.00 0.00
1J 11 0.003 1.221 0.001 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1K 11 0.003 -1.573 -0.001 0.000 0.000 0.000 -- 0.01 0.00 0.00
1L 11 0.003 1.221 -0.001 0.000 0.000 -0.000 -- 0.00 0.00 0.00
1M 11 0.003 -1.573 0.001 0.000 -0.000 0.000 -- 0.01 0.00 0.00
1N 11 0.003 1.221 0.001 0.000 -0.000 -0.000 -- 0.00 0.00 0.00
1O 11 0.003 -1.573 -0.001 0.000 0.000 0.000 -- 0.01 0.00 0.00
1P 11 0.003 1.221 -0.001 0.000 0.000 -0.000 -- 0.00 0.00 0.00
2 11 0.004 -1.312 0.000 0.000 0.000 0.000 1 0.01 0.00 0.00
7 11 0.004 0.449 -0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
1A 21 0.003 -4.697 0.001 0.000 -0.000 -0.492 1 0.02 0.00 0.05
1B 21 0.003 4.311 0.001 0.000 -0.000 0.454 1 0.02 0.00 0.04
1C 21 0.003 -4.697 -0.001 0.000 0.000 -0.492 1 0.02 0.00 0.05
1D 21 0.003 4.311 -0.001 0.000 0.000 0.454 1 0.02 0.00 0.04
1E 21 0.003 -4.697 0.001 0.000 -0.000 -0.492 1 0.02 0.00 0.05
1F 21 0.003 4.311 0.001 0.000 -0.000 0.454 1 0.02 0.00 0.04
1G 21 0.003 -4.697 -0.001 0.000 0.000 -0.492 1 0.02 0.00 0.05
1H 21 0.003 4.311 -0.001 0.000 0.000 0.454 1 0.02 0.00 0.04
1I 21 0.003 -1.590 0.001 0.000 -0.000 -0.166 1 0.01 0.00 0.02
1J 21 0.003 1.204 0.001 0.000 -0.000 0.127 1 0.00 0.00 0.01
1K 21 0.003 -1.590 -0.001 0.000 0.000 -0.166 1 0.01 0.00 0.02
1L 21 0.003 1.204 -0.001 0.000 0.000 0.127 1 0.00 0.00 0.01
1M 21 0.003 -1.590 0.001 0.000 -0.000 -0.166 1 0.01 0.00 0.02
1N 21 0.003 1.204 0.001 0.000 -0.000 0.127 1 0.00 0.00 0.01
1O 21 0.003 -1.590 -0.001 0.000 0.000 -0.166 1 0.01 0.00 0.02
1P 21 0.003 1.204 -0.001 0.000 0.000 0.127 1 0.00 0.00 0.01
2 21 0.004 -1.334 0.000 0.000 0.000 -0.139 1 0.01 0.00 0.01
7 21 0.004 0.431 -0.000 0.000 -0.000 0.046 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
ASTA NUM. 25 NI 37 NF 38 Lungh. 21.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.015 -5.078 0.002 0.000 0.000 0.531 1 0.02 0.00 0.05
1B 0 0.015 5.467 0.002 0.000 0.000 -0.577 1 0.02 0.00 0.05
1C 0 0.015 -5.078 -0.002 0.000 -0.000 0.531 1 0.02 0.00 0.05
1D 0 0.015 5.467 -0.002 0.000 -0.000 -0.577 1 0.02 0.00 0.05
1E 0 0.023 -5.078 0.002 0.000 0.000 0.531 1 0.02 0.00 0.05
1F 0 0.023 5.467 0.002 0.000 0.000 -0.577 1 0.02 0.00 0.05
1G 0 0.023 -5.078 -0.002 0.000 -0.000 0.531 1 0.02 0.00 0.05
1H 0 0.023 5.467 -0.002 0.000 -0.000 -0.577 1 0.02 0.00 0.05
1I 0 0.013 -1.441 0.001 0.000 0.000 0.150 1 0.01 0.00 0.01
1J 0 0.013 1.830 0.001 0.000 0.000 -0.196 1 0.01 0.00 0.02
1K 0 0.013 -1.441 -0.001 0.000 -0.000 0.150 1 0.01 0.00 0.01
1L 0 0.013 1.830 -0.001 0.000 -0.000 -0.196 1 0.01 0.00 0.02
1M 0 0.025 -1.441 0.001 0.000 0.000 0.150 1 0.01 0.00 0.01
1N 0 0.025 1.830 0.001 0.000 0.000 -0.196 1 0.01 0.00 0.02
1O 0 0.025 -1.441 -0.001 0.000 -0.000 0.150 1 0.01 0.00 0.01
1P 0 0.025 1.830 -0.001 0.000 -0.000 -0.196 1 0.01 0.00 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 79
2 0 0.198 1.294 0.000 0.000 0.000 -0.178 1 0.01 0.00 0.02
7 0 -0.055 -0.231 0.000 0.000 -0.000 0.038 1 0.00 0.00 0.00
1A 11 0.015 -5.095 0.002 0.000 -0.000 -0.003 1 0.02 0.00 0.00
1B 11 0.015 5.450 0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1C 11 0.015 -5.095 -0.002 0.000 -0.000 -0.003 1 0.02 0.00 0.00
1D 11 0.015 5.450 -0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1E 11 0.023 -5.095 0.002 0.000 -0.000 -0.003 1 0.02 0.00 0.00
1F 11 0.023 5.450 0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1G 11 0.023 -5.095 -0.002 0.000 -0.000 -0.003 1 0.02 0.00 0.00
1H 11 0.023 5.450 -0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1I 11 0.013 -1.458 0.001 0.000 0.000 -0.002 1 0.01 0.00 0.00
1J 11 0.013 1.812 0.001 0.000 0.000 -0.005 1 0.01 0.00 0.00
1K 11 0.013 -1.458 -0.001 0.000 -0.000 -0.002 1 0.01 0.00 0.00
1L 11 0.013 1.812 -0.001 0.000 -0.000 -0.005 1 0.01 0.00 0.00
1M 11 0.025 -1.458 0.001 0.000 0.000 -0.002 1 0.01 0.00 0.00
1N 11 0.025 1.812 0.001 0.000 0.000 -0.005 1 0.01 0.00 0.00
1O 11 0.025 -1.458 -0.001 0.000 -0.000 -0.002 1 0.01 0.00 0.00
1P 11 0.025 1.812 -0.001 0.000 -0.000 -0.005 1 0.01 0.00 0.00
2 11 0.198 1.272 0.000 0.000 0.000 -0.043 1 0.00 0.00 0.00
7 11 -0.055 -0.248 0.000 0.000 -0.000 0.013 1 0.00 0.00 0.00
1A 21 0.015 -5.113 0.002 0.000 -0.000 -0.539 1 0.02 0.00 0.05
1B 21 0.015 5.433 0.002 0.000 -0.000 0.567 1 0.02 0.00 0.05
1C 21 0.015 -5.113 -0.002 0.000 0.000 -0.539 1 0.02 0.00 0.05
1D 21 0.015 5.433 -0.002 0.000 0.000 0.567 1 0.02 0.00 0.05
1E 21 0.023 -5.113 0.002 0.000 -0.000 -0.539 1 0.02 0.00 0.05
1F 21 0.023 5.433 0.002 0.000 -0.000 0.567 1 0.02 0.00 0.05
1G 21 0.023 -5.113 -0.002 0.000 0.000 -0.539 1 0.02 0.00 0.05
1H 21 0.023 5.433 -0.002 0.000 0.000 0.567 1 0.02 0.00 0.05
1I 21 0.013 -1.475 0.001 0.000 -0.000 -0.156 1 0.01 0.00 0.01
1J 21 0.013 1.795 0.001 0.000 -0.000 0.185 1 0.01 0.00 0.02
1K 21 0.013 -1.475 -0.001 0.000 0.000 -0.156 1 0.01 0.00 0.01
1L 21 0.013 1.795 -0.001 0.000 0.000 0.185 1 0.01 0.00 0.02
1M 21 0.025 -1.475 0.001 0.000 -0.000 -0.156 1 0.01 0.00 0.01
1N 21 0.025 1.795 0.001 0.000 -0.000 0.185 1 0.01 0.00 0.02
1O 21 0.025 -1.475 -0.001 0.000 0.000 -0.156 1 0.01 0.00 0.01
1P 21 0.025 1.795 -0.001 0.000 0.000 0.185 1 0.01 0.00 0.02
2 21 0.198 1.249 0.000 0.000 -0.000 0.089 1 0.00 0.00 0.01
7 21 -0.055 -0.265 0.000 0.000 -0.000 -0.014 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
7 -0.055 -0.000 0.038 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.00 Snell. 'yx'= 8
ASTA NUM. 26 NI 39 NF 40 Lungh. 21.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.018 -5.479 0.002 0.000 0.000 0.573 1 0.02 0.00 0.05
1B 0 0.018 5.509 0.002 0.000 0.000 -0.582 1 0.02 0.00 0.05
1C 0 0.018 -5.479 -0.002 0.000 -0.000 0.573 1 0.02 0.00 0.05
1D 0 0.018 5.509 -0.002 0.000 -0.000 -0.582 1 0.02 0.00 0.05
1E 0 0.021 -5.479 0.002 0.000 0.000 0.573 1 0.02 0.00 0.05
1F 0 0.021 5.509 0.002 0.000 0.000 -0.582 1 0.02 0.00 0.05
1G 0 0.021 -5.479 -0.002 0.000 -0.000 0.573 1 0.02 0.00 0.05
1H 0 0.021 5.509 -0.002 0.000 -0.000 -0.582 1 0.02 0.00 0.05
1I 0 0.014 -1.634 0.001 0.000 0.000 0.170 1 0.01 0.00 0.02
1J 0 0.014 1.664 0.001 0.000 0.000 -0.179 1 0.01 0.00 0.02
1K 0 0.014 -1.634 -0.001 0.000 -0.000 0.170 1 0.01 0.00 0.02
1L 0 0.014 1.664 -0.001 0.000 -0.000 -0.179 1 0.01 0.00 0.02
1M 0 0.024 -1.634 0.001 0.000 0.000 0.170 1 0.01 0.00 0.02
1N 0 0.024 1.664 0.001 0.000 0.000 -0.179 1 0.01 0.00 0.02
1O 0 0.024 -1.634 -0.001 0.000 -0.000 0.170 1 0.01 0.00 0.02
1P 0 0.024 1.664 -0.001 0.000 -0.000 -0.179 1 0.01 0.00 0.02
2 0 0.198 0.018 -0.000 0.000 0.000 -0.044 1 0.00 0.00 0.00
7 0 -0.055 0.015 -0.000 0.000 -0.000 0.012 1 0.00 0.00 0.00
1A 11 0.018 -5.496 0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1B 11 0.018 5.492 0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1C 11 0.018 -5.496 -0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1D 11 0.018 5.492 -0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1E 11 0.021 -5.496 0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1F 11 0.021 5.492 0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1G 11 0.021 -5.496 -0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1H 11 0.021 5.492 -0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1I 11 0.014 -1.651 0.001 0.000 -0.000 -0.004 1 0.01 0.00 0.00
1J 11 0.014 1.646 0.001 0.000 -0.000 -0.004 1 0.01 0.00 0.00
1K 11 0.014 -1.651 -0.001 0.000 -0.000 -0.004 1 0.01 0.00 0.00
1L 11 0.014 1.646 -0.001 0.000 -0.000 -0.004 1 0.01 0.00 0.00
1M 11 0.024 -1.651 0.001 0.000 -0.000 -0.004 1 0.01 0.00 0.00
1N 11 0.024 1.646 0.001 0.000 -0.000 -0.004 1 0.01 0.00 0.00
1O 11 0.024 -1.651 -0.001 0.000 -0.000 -0.004 1 0.01 0.00 0.00
1P 11 0.024 1.646 -0.001 0.000 -0.000 -0.004 1 0.01 0.00 0.00
2 11 0.198 -0.004 -0.000 0.000 0.000 -0.043 1 0.00 0.00 0.00
7 11 -0.055 -0.002 -0.000 0.000 -0.000 0.013 1 0.00 0.00 0.00
1A 21 0.018 -5.514 0.002 0.000 -0.000 -0.582 1 0.02 0.00 0.05
1B 21 0.018 5.475 0.002 0.000 -0.000 0.572 1 0.02 0.00 0.05
1C 21 0.018 -5.514 -0.002 0.000 0.000 -0.582 1 0.02 0.00 0.05
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 80
1D 21 0.018 5.475 -0.002 0.000 0.000 0.572 1 0.02 0.00 0.05
1E 21 0.021 -5.514 0.002 0.000 -0.000 -0.582 1 0.02 0.00 0.05
1F 21 0.021 5.475 0.002 0.000 -0.000 0.572 1 0.02 0.00 0.05
1G 21 0.021 -5.514 -0.002 0.000 0.000 -0.582 1 0.02 0.00 0.05
1H 21 0.021 5.475 -0.002 0.000 0.000 0.572 1 0.02 0.00 0.05
1I 21 0.014 -1.668 0.001 0.000 -0.000 -0.179 1 0.01 0.00 0.02
1J 21 0.014 1.629 0.001 0.000 -0.000 0.169 1 0.01 0.00 0.02
1K 21 0.014 -1.668 -0.001 0.000 0.000 -0.179 1 0.01 0.00 0.02
1L 21 0.014 1.629 -0.001 0.000 0.000 0.169 1 0.01 0.00 0.02
1M 21 0.024 -1.668 0.001 0.000 -0.000 -0.179 1 0.01 0.00 0.02
1N 21 0.024 1.629 0.001 0.000 -0.000 0.169 1 0.01 0.00 0.02
1O 21 0.024 -1.668 -0.001 0.000 0.000 -0.179 1 0.01 0.00 0.02
1P 21 0.024 1.629 -0.001 0.000 0.000 0.169 1 0.01 0.00 0.02
2 21 0.198 -0.026 -0.000 0.000 0.000 -0.045 1 0.00 0.00 0.00
7 21 -0.055 -0.019 -0.000 0.000 -0.000 0.012 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
7 -0.055 -0.000 0.013 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.00 Snell. 'yx'= 8
ASTA NUM. 27 NI 41 NF 42 Lungh. 21.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.015 -5.430 0.002 0.000 0.000 0.567 1 0.02 0.00 0.05
1B 0 0.015 5.115 0.002 0.000 0.000 -0.539 1 0.02 0.00 0.05
1C 0 0.015 -5.430 -0.002 0.000 -0.000 0.567 1 0.02 0.00 0.05
1D 0 0.015 5.115 -0.002 0.000 -0.000 -0.539 1 0.02 0.00 0.05
1E 0 0.023 -5.430 0.002 0.000 0.000 0.567 1 0.02 0.00 0.05
1F 0 0.023 5.115 0.002 0.000 0.000 -0.539 1 0.02 0.00 0.05
1G 0 0.023 -5.430 -0.002 0.000 -0.000 0.567 1 0.02 0.00 0.05
1H 0 0.023 5.115 -0.002 0.000 -0.000 -0.539 1 0.02 0.00 0.05
1I 0 0.013 -1.792 0.001 0.000 0.000 0.184 1 0.01 0.00 0.02
1J 0 0.013 1.477 0.001 0.000 0.000 -0.157 1 0.01 0.00 0.01
1K 0 0.013 -1.792 -0.001 0.000 -0.000 0.184 1 0.01 0.00 0.02
1L 0 0.013 1.477 -0.001 0.000 -0.000 -0.157 1 0.01 0.00 0.01
1M 0 0.025 -1.792 0.001 0.000 0.000 0.184 1 0.01 0.00 0.02
1N 0 0.025 1.477 0.001 0.000 0.000 -0.157 1 0.01 0.00 0.01
1O 0 0.025 -1.792 -0.001 0.000 -0.000 0.184 1 0.01 0.00 0.02
1P 0 0.025 1.477 -0.001 0.000 -0.000 -0.157 1 0.01 0.00 0.01
2 0 0.198 -1.245 -0.000 0.000 -0.000 0.088 1 0.00 0.00 0.01
7 0 -0.055 0.267 -0.000 0.000 -0.000 -0.014 1 0.00 0.00 0.00
1A 11 0.015 -5.447 0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1B 11 0.015 5.097 0.002 0.000 -0.000 -0.003 1 0.02 0.00 0.00
1C 11 0.015 -5.447 -0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1D 11 0.015 5.097 -0.002 0.000 -0.000 -0.003 1 0.02 0.00 0.00
1E 11 0.023 -5.447 0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1F 11 0.023 5.097 0.002 0.000 -0.000 -0.003 1 0.02 0.00 0.00
1G 11 0.023 -5.447 -0.002 0.000 -0.000 -0.004 1 0.02 0.00 0.00
1H 11 0.023 5.097 -0.002 0.000 -0.000 -0.003 1 0.02 0.00 0.00
1I 11 0.013 -1.810 0.001 0.000 -0.000 -0.005 1 0.01 0.00 0.00
1J 11 0.013 1.460 0.001 0.000 -0.000 -0.002 1 0.01 0.00 0.00
1K 11 0.013 -1.810 -0.001 0.000 0.000 -0.005 1 0.01 0.00 0.00
1L 11 0.013 1.460 -0.001 0.000 0.000 -0.002 1 0.01 0.00 0.00
1M 11 0.025 -1.810 0.001 0.000 -0.000 -0.005 1 0.01 0.00 0.00
1N 11 0.025 1.460 0.001 0.000 -0.000 -0.002 1 0.01 0.00 0.00
1O 11 0.025 -1.810 -0.001 0.000 0.000 -0.005 1 0.01 0.00 0.00
1P 11 0.025 1.460 -0.001 0.000 0.000 -0.002 1 0.01 0.00 0.00
2 11 0.198 -1.268 -0.000 0.000 0.000 -0.043 1 0.00 0.00 0.00
7 11 -0.055 0.250 -0.000 0.000 -0.000 0.013 1 0.00 0.00 0.00
1A 21 0.015 -5.465 0.002 0.000 -0.000 -0.577 1 0.02 0.00 0.05
1B 21 0.015 5.080 0.002 0.000 -0.000 0.531 1 0.02 0.00 0.05
1C 21 0.015 -5.465 -0.002 0.000 0.000 -0.577 1 0.02 0.00 0.05
1D 21 0.015 5.080 -0.002 0.000 0.000 0.531 1 0.02 0.00 0.05
1E 21 0.023 -5.465 0.002 0.000 -0.000 -0.577 1 0.02 0.00 0.05
1F 21 0.023 5.080 0.002 0.000 -0.000 0.531 1 0.02 0.00 0.05
1G 21 0.023 -5.465 -0.002 0.000 0.000 -0.577 1 0.02 0.00 0.05
1H 21 0.023 5.080 -0.002 0.000 0.000 0.531 1 0.02 0.00 0.05
1I 21 0.013 -1.827 0.001 0.000 -0.000 -0.196 1 0.01 0.00 0.02
1J 21 0.013 1.442 0.001 0.000 -0.000 0.150 1 0.01 0.00 0.01
1K 21 0.013 -1.827 -0.001 0.000 0.000 -0.196 1 0.01 0.00 0.02
1L 21 0.013 1.442 -0.001 0.000 0.000 0.150 1 0.01 0.00 0.01
1M 21 0.025 -1.827 0.001 0.000 -0.000 -0.196 1 0.01 0.00 0.02
1N 21 0.025 1.442 0.001 0.000 -0.000 0.150 1 0.01 0.00 0.01
1O 21 0.025 -1.827 -0.001 0.000 0.000 -0.196 1 0.01 0.00 0.02
1P 21 0.025 1.442 -0.001 0.000 0.000 0.150 1 0.01 0.00 0.01
2 21 0.198 -1.290 -0.000 0.000 0.000 -0.178 1 0.01 0.00 0.02
7 21 -0.055 0.233 -0.000 0.000 -0.000 0.038 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 81
7 -0.055 -0.000 0.038 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.00 Snell. 'yx'= 8
ASTA NUM. 28 NI 43 NF 44 Lungh. 21.0 cm SEZ. 1 Ps HEA 100
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.010 -3.859 0.004 0.000 0.000 0.408 1 0.03 0.00 0.02
1B 0 -0.010 4.201 0.004 0.000 0.000 -0.442 1 0.04 0.00 0.02
1C 0 -0.010 -3.859 -0.005 0.000 -0.001 0.408 1 0.03 0.00 0.02
1D 0 -0.010 4.201 -0.005 0.000 -0.001 -0.442 1 0.04 0.00 0.02
1E 0 0.005 -3.859 0.004 0.000 0.000 0.408 1 0.03 0.00 0.02
1F 0 0.005 4.201 0.004 0.000 0.000 -0.442 1 0.04 0.00 0.02
1G 0 0.005 -3.859 -0.005 0.000 -0.001 0.408 1 0.03 0.00 0.02
1H 0 0.005 4.201 -0.005 0.000 -0.001 -0.442 1 0.04 0.00 0.02
1I 0 -0.006 -1.078 0.002 0.000 0.000 0.115 1 0.01 0.00 0.01
1J 0 -0.006 1.420 0.002 0.000 0.000 -0.149 1 0.01 0.00 0.01
1K 0 -0.006 -1.078 -0.002 0.000 -0.000 0.115 1 0.01 0.00 0.01
1L 0 -0.006 1.420 -0.002 0.000 -0.000 -0.149 1 0.01 0.00 0.01
1M 0 0.002 -1.078 0.002 0.000 0.000 0.115 1 0.01 0.00 0.01
1N 0 0.002 1.420 0.002 0.000 0.000 -0.149 1 0.01 0.00 0.01
1O 0 0.002 -1.078 -0.002 0.000 -0.000 0.115 1 0.01 0.00 0.01
1P 0 0.002 1.420 -0.002 0.000 -0.000 -0.149 1 0.01 0.00 0.01
2 0 -0.014 1.165 -0.002 0.000 -0.000 -0.123 1 0.01 0.00 0.01
7 0 0.006 -0.374 0.001 0.000 0.000 0.042 1 0.00 0.00 0.00
1A 11 -0.010 -3.876 0.004 0.000 -0.000 0.002 1 0.03 0.00 0.00
1B 11 -0.010 4.184 0.004 0.000 -0.000 -0.001 1 0.04 0.00 0.00
1C 11 -0.010 -3.876 -0.005 0.000 0.000 0.002 1 0.03 0.00 0.00
1D 11 -0.010 4.184 -0.005 0.000 0.000 -0.001 1 0.04 0.00 0.00
1E 11 0.005 -3.876 0.004 0.000 -0.000 0.002 1 0.03 0.00 0.00
1F 11 0.005 4.184 0.004 0.000 -0.000 -0.001 1 0.04 0.00 0.00
1G 11 0.005 -3.876 -0.005 0.000 0.000 0.002 1 0.03 0.00 0.00
1H 11 0.005 4.184 -0.005 0.000 0.000 -0.001 1 0.04 0.00 0.00
1I 11 -0.006 -1.095 0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
1J 11 -0.006 1.403 0.002 0.000 -0.000 -0.000 1 0.01 0.00 0.00
1K 11 -0.006 -1.095 -0.002 0.000 0.000 0.001 1 0.01 0.00 0.00
1L 11 -0.006 1.403 -0.002 0.000 0.000 -0.000 1 0.01 0.00 0.00
1M 11 0.002 -1.095 0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
1N 11 0.002 1.403 0.002 0.000 -0.000 -0.000 1 0.01 0.00 0.00
1O 11 0.002 -1.095 -0.002 0.000 0.000 0.001 1 0.01 0.00 0.00
1P 11 0.002 1.403 -0.002 0.000 0.000 -0.000 1 0.01 0.00 0.00
2 11 -0.014 1.143 -0.002 0.000 -0.000 -0.002 1 0.01 0.00 0.00
7 11 0.006 -0.391 0.001 0.000 -0.000 0.002 1 0.00 0.00 0.00
1A 21 -0.010 -3.893 0.004 0.000 -0.000 -0.406 1 0.03 0.00 0.02
1B 21 -0.010 4.167 0.004 0.000 -0.000 0.437 1 0.04 0.00 0.02
1C 21 -0.010 -3.893 -0.005 0.000 0.001 -0.406 1 0.03 0.00 0.02
1D 21 -0.010 4.167 -0.005 0.000 0.001 0.437 1 0.04 0.00 0.02
1E 21 0.005 -3.893 0.004 0.000 -0.000 -0.406 1 0.03 0.00 0.02
1F 21 0.005 4.167 0.004 0.000 -0.000 0.437 1 0.04 0.00 0.02
1G 21 0.005 -3.893 -0.005 0.000 0.001 -0.406 1 0.03 0.00 0.02
1H 21 0.005 4.167 -0.005 0.000 0.001 0.437 1 0.04 0.00 0.02
1I 21 -0.006 -1.112 0.002 0.000 -0.000 -0.115 1 0.01 0.00 0.01
1J 21 -0.006 1.386 0.002 0.000 -0.000 0.146 1 0.01 0.00 0.01
1K 21 -0.006 -1.112 -0.002 0.000 0.000 -0.115 1 0.01 0.00 0.01
1L 21 -0.006 1.386 -0.002 0.000 0.000 0.146 1 0.01 0.00 0.01
1M 21 0.002 -1.112 0.002 0.000 -0.000 -0.115 1 0.01 0.00 0.01
1N 21 0.002 1.386 0.002 0.000 -0.000 0.146 1 0.01 0.00 0.01
1O 21 0.002 -1.112 -0.002 0.000 0.000 -0.115 1 0.01 0.00 0.01
1P 21 0.002 1.386 -0.002 0.000 0.000 0.146 1 0.01 0.00 0.01
2 21 -0.014 1.121 -0.002 0.000 0.000 0.117 1 0.01 0.00 0.01
7 21 0.006 -0.408 0.001 0.000 -0.000 -0.040 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.010 -0.000 0.408 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'zx'= 8
1B -0.010 -0.000 -0.442 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'zx'= 8
1C -0.010 0.001 0.408 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'zx'= 8
1D -0.010 0.001 -0.442 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'zx'= 8
1I -0.006 -0.000 0.115 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'zx'= 8
1J -0.006 -0.000 -0.149 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'zx'= 8
1K -0.006 0.000 0.115 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'zx'= 8
1L -0.006 0.000 -0.149 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'zx'= 8
2 -0.014 -0.000 -0.123 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'zx'= 8
ASTA NUM. 29 NI 45 NF 46 Lungh. 21.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.003 -4.362 0.005 0.000 0.000 0.459 1 0.02 0.00 0.04
1B 0 -0.003 4.402 0.005 0.000 0.000 -0.461 1 0.02 0.00 0.04
1C 0 -0.003 -4.362 -0.005 0.000 -0.000 0.459 1 0.02 0.00 0.04
1D 0 -0.003 4.402 -0.005 0.000 -0.000 -0.461 1 0.02 0.00 0.04
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 82
1E 0 -0.003 -4.362 0.005 0.000 0.000 0.459 1 0.02 0.00 0.04
1F 0 -0.003 4.402 0.005 0.000 0.000 -0.461 1 0.02 0.00 0.04
1G 0 -0.003 -4.362 -0.005 0.000 -0.000 0.459 1 0.02 0.00 0.04
1H 0 -0.003 4.402 -0.005 0.000 -0.000 -0.461 1 0.02 0.00 0.04
1I 0 -0.004 -1.295 0.001 0.000 0.000 0.137 1 0.01 0.00 0.01
1J 0 -0.004 1.335 0.001 0.000 0.000 -0.139 1 0.01 0.00 0.01
1K 0 -0.004 -1.295 -0.001 0.000 -0.000 0.137 1 0.01 0.00 0.01
1L 0 -0.004 1.335 -0.001 0.000 -0.000 -0.139 1 0.01 0.00 0.01
1M 0 -0.002 -1.295 0.001 0.000 0.000 0.137 1 0.01 0.00 0.01
1N 0 -0.002 1.335 0.001 0.000 0.000 -0.139 1 0.01 0.00 0.01
1O 0 -0.002 -1.295 -0.001 0.000 -0.000 0.137 1 0.01 0.00 0.01
1P 0 -0.002 1.335 -0.001 0.000 -0.000 -0.139 1 0.01 0.00 0.01
2 0 -0.013 0.032 -0.000 0.000 -0.000 -0.003 1 0.00 0.00 0.00
7 0 0.003 0.016 -0.000 0.000 -0.000 0.000 1 0.00 0.00 0.00
1A 11 -0.003 -4.380 0.005 0.000 0.000 0.000 1 0.02 0.00 0.00
1B 11 -0.003 4.385 0.005 0.000 0.000 0.000 1 0.02 0.00 0.00
1C 11 -0.003 -4.380 -0.005 0.000 -0.000 0.000 1 0.02 0.00 0.00
1D 11 -0.003 4.385 -0.005 0.000 -0.000 0.000 1 0.02 0.00 0.00
1E 11 -0.003 -4.380 0.005 0.000 0.000 0.000 1 0.02 0.00 0.00
1F 11 -0.003 4.385 0.005 0.000 0.000 0.000 1 0.02 0.00 0.00
1G 11 -0.003 -4.380 -0.005 0.000 -0.000 0.000 1 0.02 0.00 0.00
1H 11 -0.003 4.385 -0.005 0.000 -0.000 0.000 1 0.02 0.00 0.00
1I 11 -0.004 -1.312 0.001 0.000 0.000 0.000 1 0.01 0.00 0.00
1J 11 -0.004 1.318 0.001 0.000 0.000 0.000 1 0.01 0.00 0.00
1K 11 -0.004 -1.312 -0.001 0.000 -0.000 0.000 1 0.01 0.00 0.00
1L 11 -0.004 1.318 -0.001 0.000 -0.000 0.000 1 0.01 0.00 0.00
1M 11 -0.002 -1.312 0.001 0.000 0.000 0.000 1 0.01 0.00 0.00
1N 11 -0.002 1.318 0.001 0.000 0.000 0.000 1 0.01 0.00 0.00
1O 11 -0.002 -1.312 -0.001 0.000 -0.000 0.000 1 0.01 0.00 0.00
1P 11 -0.002 1.318 -0.001 0.000 -0.000 0.000 1 0.01 0.00 0.00
2 11 -0.013 0.010 -0.000 0.000 0.000 -0.001 1 0.00 0.00 0.00
7 11 0.003 -0.001 -0.000 0.000 -0.000 0.001 1 0.00 0.00 0.00
1A 21 -0.003 -4.397 0.005 0.000 -0.000 -0.461 1 0.02 0.00 0.04
1B 21 -0.003 4.368 0.005 0.000 -0.000 0.460 1 0.02 0.00 0.04
1C 21 -0.003 -4.397 -0.005 0.000 0.000 -0.461 1 0.02 0.00 0.04
1D 21 -0.003 4.368 -0.005 0.000 0.000 0.460 1 0.02 0.00 0.04
1E 21 -0.003 -4.397 0.005 0.000 -0.000 -0.461 1 0.02 0.00 0.04
1F 21 -0.003 4.368 0.005 0.000 -0.000 0.460 1 0.02 0.00 0.04
1G 21 -0.003 -4.397 -0.005 0.000 0.000 -0.461 1 0.02 0.00 0.04
1H 21 -0.003 4.368 -0.005 0.000 0.000 0.460 1 0.02 0.00 0.04
1I 21 -0.004 -1.330 0.001 0.000 -0.000 -0.139 1 0.01 0.00 0.01
1J 21 -0.004 1.301 0.001 0.000 -0.000 0.138 1 0.01 0.00 0.01
1K 21 -0.004 -1.330 -0.001 0.000 0.000 -0.139 1 0.01 0.00 0.01
1L 21 -0.004 1.301 -0.001 0.000 0.000 0.138 1 0.01 0.00 0.01
1M 21 -0.002 -1.330 0.001 0.000 -0.000 -0.139 1 0.01 0.00 0.01
1N 21 -0.002 1.301 0.001 0.000 -0.000 0.138 1 0.01 0.00 0.01
1O 21 -0.002 -1.330 -0.001 0.000 0.000 -0.139 1 0.01 0.00 0.01
1P 21 -0.002 1.301 -0.001 0.000 0.000 0.138 1 0.01 0.00 0.01
2 21 -0.013 -0.013 -0.000 0.000 0.000 -0.001 1 0.00 0.00 0.00
7 21 0.003 -0.018 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.003 0.000 -0.461 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1B -0.003 0.000 -0.461 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1C -0.003 -0.000 -0.461 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1D -0.003 -0.000 -0.461 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1E -0.003 0.000 -0.461 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1F -0.003 0.000 -0.461 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1G -0.003 -0.000 -0.461 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1H -0.003 -0.000 -0.461 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1I -0.004 0.000 -0.139 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1J -0.004 0.000 -0.139 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1K -0.004 -0.000 -0.139 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1L -0.004 -0.000 -0.139 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1M -0.002 0.000 -0.139 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1N -0.002 0.000 -0.139 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1O -0.002 -0.000 -0.139 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1P -0.002 -0.000 -0.139 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
2 -0.013 0.000 -0.003 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.00 Snell. 'yx'= 8
ASTA NUM. 30 NI 47 NF 48 Lungh. 21.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.009 -4.346 0.005 0.000 0.001 0.456 1 0.02 0.00 0.04
1B 0 -0.009 4.059 0.005 0.000 0.001 -0.424 1 0.02 0.00 0.04
1C 0 -0.009 -4.346 -0.004 0.000 -0.000 0.456 1 0.02 0.00 0.04
1D 0 -0.009 4.059 -0.004 0.000 -0.000 -0.424 1 0.02 0.00 0.04
1E 0 0.005 -4.346 0.005 0.000 0.001 0.456 1 0.02 0.00 0.04
1F 0 0.005 4.059 0.005 0.000 0.001 -0.424 1 0.02 0.00 0.04
1G 0 0.005 -4.346 -0.004 0.000 -0.000 0.456 1 0.02 0.00 0.04
1H 0 0.005 4.059 -0.004 0.000 -0.000 -0.424 1 0.02 0.00 0.04
1I 0 -0.006 -1.446 0.002 0.000 0.000 0.152 1 0.01 0.00 0.01
1J 0 -0.006 1.159 0.002 0.000 0.000 -0.120 1 0.00 0.00 0.01
1K 0 -0.006 -1.446 -0.002 0.000 -0.000 0.152 1 0.01 0.00 0.01
1L 0 -0.006 1.159 -0.002 0.000 -0.000 -0.120 1 0.00 0.00 0.01
1M 0 0.001 -1.446 0.002 0.000 0.000 0.152 1 0.01 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 83
1N 0 0.001 1.159 0.002 0.000 0.000 -0.120 1 0.00 0.00 0.01
1O 0 0.001 -1.446 -0.002 0.000 -0.000 0.152 1 0.01 0.00 0.01
1P 0 0.001 1.159 -0.002 0.000 -0.000 -0.120 1 0.00 0.00 0.01
2 0 -0.014 -1.160 0.002 0.000 0.000 0.122 1 0.00 0.00 0.01
7 0 0.006 0.419 -0.001 0.000 -0.000 -0.041 1 0.00 0.00 0.00
1A 11 -0.009 -4.363 0.005 0.000 0.000 -0.001 1 0.02 0.00 0.00
1B 11 -0.009 4.042 0.005 0.000 0.000 0.002 1 0.02 0.00 0.00
1C 11 -0.009 -4.363 -0.004 0.000 -0.000 -0.001 1 0.02 0.00 0.00
1D 11 -0.009 4.042 -0.004 0.000 -0.000 0.002 1 0.02 0.00 0.00
1E 11 0.005 -4.363 0.005 0.000 0.000 -0.001 1 0.02 0.00 0.00
1F 11 0.005 4.042 0.005 0.000 0.000 0.002 1 0.02 0.00 0.00
1G 11 0.005 -4.363 -0.004 0.000 -0.000 -0.001 1 0.02 0.00 0.00
1H 11 0.005 4.042 -0.004 0.000 -0.000 0.002 1 0.02 0.00 0.00
1I 11 -0.006 -1.463 0.002 0.000 0.000 -0.000 1 0.01 0.00 0.00
1J 11 -0.006 1.142 0.002 0.000 0.000 0.001 1 0.00 0.00 0.00
1K 11 -0.006 -1.463 -0.002 0.000 -0.000 -0.000 1 0.01 0.00 0.00
1L 11 -0.006 1.142 -0.002 0.000 -0.000 0.001 1 0.00 0.00 0.00
1M 11 0.001 -1.463 0.002 0.000 0.000 -0.000 1 0.01 0.00 0.00
1N 11 0.001 1.142 0.002 0.000 0.000 0.001 1 0.00 0.00 0.00
1O 11 0.001 -1.463 -0.002 0.000 -0.000 -0.000 1 0.01 0.00 0.00
1P 11 0.001 1.142 -0.002 0.000 -0.000 0.001 1 0.00 0.00 0.00
2 11 -0.014 -1.182 0.002 0.000 -0.000 -0.001 1 0.00 0.00 0.00
7 11 0.006 0.402 -0.001 0.000 -0.000 0.002 1 0.00 0.00 0.00
1A 21 -0.009 -4.381 0.005 0.000 -0.001 -0.460 1 0.02 0.00 0.04
1B 21 -0.009 4.025 0.005 0.000 -0.001 0.425 1 0.02 0.00 0.04
1C 21 -0.009 -4.381 -0.004 0.000 0.000 -0.460 1 0.02 0.00 0.04
1D 21 -0.009 4.025 -0.004 0.000 0.000 0.425 1 0.02 0.00 0.04
1E 21 0.005 -4.381 0.005 0.000 -0.001 -0.460 1 0.02 0.00 0.04
1F 21 0.005 4.025 0.005 0.000 -0.001 0.425 1 0.02 0.00 0.04
1G 21 0.005 -4.381 -0.004 0.000 0.000 -0.460 1 0.02 0.00 0.04
1H 21 0.005 4.025 -0.004 0.000 0.000 0.425 1 0.02 0.00 0.04
1I 21 -0.006 -1.480 0.002 0.000 -0.000 -0.155 1 0.01 0.00 0.01
1J 21 -0.006 1.125 0.002 0.000 -0.000 0.120 1 0.00 0.00 0.01
1K 21 -0.006 -1.480 -0.002 0.000 0.000 -0.155 1 0.01 0.00 0.01
1L 21 -0.006 1.125 -0.002 0.000 0.000 0.120 1 0.00 0.00 0.01
1M 21 0.001 -1.480 0.002 0.000 -0.000 -0.155 1 0.01 0.00 0.01
1N 21 0.001 1.125 0.002 0.000 -0.000 0.120 1 0.00 0.00 0.01
1O 21 0.001 -1.480 -0.002 0.000 0.000 -0.155 1 0.01 0.00 0.01
1P 21 0.001 1.125 -0.002 0.000 0.000 0.120 1 0.00 0.00 0.01
2 21 -0.014 -1.204 0.002 0.000 -0.000 -0.127 1 0.00 0.00 0.01
7 21 0.006 0.385 -0.001 0.000 0.000 0.043 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.009 0.001 -0.460 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1B -0.009 0.001 0.425 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1C -0.009 -0.000 -0.460 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1D -0.009 -0.000 0.425 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.04 Snell. 'yx'= 8
1I -0.006 0.000 -0.155 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1J -0.006 0.000 0.120 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1K -0.006 -0.000 -0.155 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1L -0.006 -0.000 0.120 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
2 -0.014 0.000 -0.127 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
ASTA NUM. 31 NI 49 NF 50 Lungh. 21.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.010 -4.842 0.007 0.000 0.001 0.511 1 0.02 0.00 0.05
1B 0 -0.010 5.198 0.007 0.000 0.001 -0.545 1 0.02 0.00 0.05
1C 0 -0.010 -4.842 -0.006 0.000 -0.001 0.511 1 0.02 0.00 0.05
1D 0 -0.010 5.198 -0.006 0.000 -0.001 -0.545 1 0.02 0.00 0.05
1E 0 0.004 -4.842 0.007 0.000 0.001 0.511 1 0.02 0.00 0.05
1F 0 0.004 5.198 0.007 0.000 0.001 -0.545 1 0.02 0.00 0.05
1G 0 0.004 -4.842 -0.006 0.000 -0.001 0.511 1 0.02 0.00 0.05
1H 0 0.004 5.198 -0.006 0.000 -0.001 -0.545 1 0.02 0.00 0.05
1I 0 -0.006 -1.377 0.002 0.000 0.000 0.147 1 0.01 0.00 0.01
1J 0 -0.006 1.733 0.002 0.000 0.000 -0.181 1 0.01 0.00 0.02
1K 0 -0.006 -1.377 -0.002 0.000 -0.000 0.147 1 0.01 0.00 0.01
1L 0 -0.006 1.733 -0.002 0.000 -0.000 -0.181 1 0.01 0.00 0.02
1M 0 0.001 -1.377 0.002 0.000 0.000 0.147 1 0.01 0.00 0.01
1N 0 0.001 1.733 0.002 0.000 0.000 -0.181 1 0.01 0.00 0.02
1O 0 0.001 -1.377 -0.002 0.000 -0.000 0.147 1 0.01 0.00 0.01
1P 0 0.001 1.733 -0.002 0.000 -0.000 -0.181 1 0.01 0.00 0.02
2 0 -0.018 1.173 0.001 0.000 0.000 -0.120 1 0.00 0.00 0.01
7 0 0.003 -0.206 0.000 0.000 0.000 0.022 1 0.00 0.00 0.00
1A 11 -0.010 -4.859 0.007 0.000 0.000 0.002 1 0.02 0.00 0.00
1B 11 -0.010 5.181 0.007 0.000 0.000 -0.001 1 0.02 0.00 0.00
1C 11 -0.010 -4.859 -0.006 0.000 -0.000 0.002 1 0.02 0.00 0.00
1D 11 -0.010 5.181 -0.006 0.000 -0.000 -0.001 1 0.02 0.00 0.00
1E 11 0.004 -4.859 0.007 0.000 0.000 0.002 1 0.02 0.00 0.00
1F 11 0.004 5.181 0.007 0.000 0.000 -0.001 1 0.02 0.00 0.00
1G 11 0.004 -4.859 -0.006 0.000 -0.000 0.002 1 0.02 0.00 0.00
1H 11 0.004 5.181 -0.006 0.000 -0.000 -0.001 1 0.02 0.00 0.00
1I 11 -0.006 -1.394 0.002 0.000 0.000 0.001 1 0.01 0.00 0.00
1J 11 -0.006 1.715 0.002 0.000 0.000 0.000 1 0.01 0.00 0.00
1K 11 -0.006 -1.394 -0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 84
1L 11 -0.006 1.715 -0.002 0.000 -0.000 0.000 1 0.01 0.00 0.00
1M 11 0.001 -1.394 0.002 0.000 0.000 0.001 1 0.01 0.00 0.00
1N 11 0.001 1.715 0.002 0.000 0.000 0.000 1 0.01 0.00 0.00
1O 11 0.001 -1.394 -0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
1P 11 0.001 1.715 -0.002 0.000 -0.000 0.000 1 0.01 0.00 0.00
2 11 -0.018 1.151 0.001 0.000 0.000 0.002 1 0.00 0.00 0.00
7 11 0.003 -0.223 0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1A 21 -0.010 -4.877 0.007 0.000 -0.001 -0.509 1 0.02 0.00 0.05
1B 21 -0.010 5.164 0.007 0.000 -0.001 0.543 1 0.02 0.00 0.05
1C 21 -0.010 -4.877 -0.006 0.000 0.001 -0.509 1 0.02 0.00 0.05
1D 21 -0.010 5.164 -0.006 0.000 0.001 0.543 1 0.02 0.00 0.05
1E 21 0.004 -4.877 0.007 0.000 -0.001 -0.509 1 0.02 0.00 0.05
1F 21 0.004 5.164 0.007 0.000 -0.001 0.543 1 0.02 0.00 0.05
1G 21 0.004 -4.877 -0.006 0.000 0.001 -0.509 1 0.02 0.00 0.05
1H 21 0.004 5.164 -0.006 0.000 0.001 0.543 1 0.02 0.00 0.05
1I 21 -0.006 -1.411 0.002 0.000 -0.000 -0.146 1 0.01 0.00 0.01
1J 21 -0.006 1.698 0.002 0.000 -0.000 0.179 1 0.01 0.00 0.02
1K 21 -0.006 -1.411 -0.002 0.000 0.000 -0.146 1 0.01 0.00 0.01
1L 21 -0.006 1.698 -0.002 0.000 0.000 0.179 1 0.01 0.00 0.02
1M 21 0.001 -1.411 0.002 0.000 -0.000 -0.146 1 0.01 0.00 0.01
1N 21 0.001 1.698 0.002 0.000 -0.000 0.179 1 0.01 0.00 0.02
1O 21 0.001 -1.411 -0.002 0.000 0.000 -0.146 1 0.01 0.00 0.01
1P 21 0.001 1.698 -0.002 0.000 0.000 0.179 1 0.01 0.00 0.02
2 21 -0.018 1.128 0.001 0.000 -0.000 0.122 1 0.00 0.00 0.01
7 21 0.003 -0.240 0.000 0.000 -0.000 -0.024 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.010 0.001 0.511 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1B -0.010 0.001 -0.545 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1C -0.010 -0.001 0.511 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1D -0.010 -0.001 -0.545 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1I -0.006 0.000 0.147 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1J -0.006 0.000 -0.181 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
1K -0.006 -0.000 0.147 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1L -0.006 -0.000 -0.181 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
2 -0.018 0.000 0.122 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
ASTA NUM. 32 NI 51 NF 52 Lungh. 21.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.003 -5.204 0.006 0.000 0.001 0.548 1 0.02 0.00 0.05
1B 0 -0.003 5.234 0.006 0.000 0.001 -0.548 1 0.02 0.00 0.05
1C 0 -0.003 -5.204 -0.006 0.000 -0.001 0.548 1 0.02 0.00 0.05
1D 0 -0.003 5.234 -0.006 0.000 -0.001 -0.548 1 0.02 0.00 0.05
1E 0 -0.003 -5.204 0.006 0.000 0.001 0.548 1 0.02 0.00 0.05
1F 0 -0.003 5.234 0.006 0.000 0.001 -0.548 1 0.02 0.00 0.05
1G 0 -0.003 -5.204 -0.006 0.000 -0.001 0.548 1 0.02 0.00 0.05
1H 0 -0.003 5.234 -0.006 0.000 -0.001 -0.548 1 0.02 0.00 0.05
1I 0 -0.004 -1.551 0.002 0.000 0.000 0.164 1 0.01 0.00 0.02
1J 0 -0.004 1.581 0.002 0.000 0.000 -0.165 1 0.01 0.00 0.02
1K 0 -0.004 -1.551 -0.002 0.000 -0.000 0.164 1 0.01 0.00 0.02
1L 0 -0.004 1.581 -0.002 0.000 -0.000 -0.165 1 0.01 0.00 0.02
1M 0 -0.002 -1.551 0.002 0.000 0.000 0.164 1 0.01 0.00 0.02
1N 0 -0.002 1.581 0.002 0.000 0.000 -0.165 1 0.01 0.00 0.02
1O 0 -0.002 -1.551 -0.002 0.000 -0.000 0.164 1 0.01 0.00 0.02
1P 0 -0.002 1.581 -0.002 0.000 -0.000 -0.165 1 0.01 0.00 0.02
2 0 -0.018 0.019 -0.000 0.000 -0.000 0.001 1 0.00 0.00 0.00
7 0 0.002 0.016 -0.000 0.000 -0.000 -0.001 1 0.00 0.00 0.00
1A 11 -0.003 -5.221 0.006 0.000 -0.000 0.001 1 0.02 0.00 0.00
1B 11 -0.003 5.217 0.006 0.000 -0.000 0.001 1 0.02 0.00 0.00
1C 11 -0.003 -5.221 -0.006 0.000 -0.000 0.001 1 0.02 0.00 0.00
1D 11 -0.003 5.217 -0.006 0.000 -0.000 0.001 1 0.02 0.00 0.00
1E 11 -0.003 -5.221 0.006 0.000 -0.000 0.001 1 0.02 0.00 0.00
1F 11 -0.003 5.217 0.006 0.000 -0.000 0.001 1 0.02 0.00 0.00
1G 11 -0.003 -5.221 -0.006 0.000 -0.000 0.001 1 0.02 0.00 0.00
1H 11 -0.003 5.217 -0.006 0.000 -0.000 0.001 1 0.02 0.00 0.00
1I 11 -0.004 -1.568 0.002 0.000 0.000 0.001 1 0.01 0.00 0.00
1J 11 -0.004 1.564 0.002 0.000 0.000 0.001 1 0.01 0.00 0.00
1K 11 -0.004 -1.568 -0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
1L 11 -0.004 1.564 -0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
1M 11 -0.002 -1.568 0.002 0.000 0.000 0.001 1 0.01 0.00 0.00
1N 11 -0.002 1.564 0.002 0.000 0.000 0.001 1 0.01 0.00 0.00
1O 11 -0.002 -1.568 -0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
1P 11 -0.002 1.564 -0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
2 11 -0.018 -0.004 -0.000 0.000 0.000 0.002 1 0.00 0.00 0.00
7 11 0.002 -0.002 -0.000 0.000 -0.000 -0.000 1 0.00 0.00 0.00
1A 21 -0.003 -5.238 0.006 0.000 -0.001 -0.549 1 0.02 0.00 0.05
1B 21 -0.003 5.200 0.006 0.000 -0.001 0.547 1 0.02 0.00 0.05
1C 21 -0.003 -5.238 -0.006 0.000 0.001 -0.549 1 0.02 0.00 0.05
1D 21 -0.003 5.200 -0.006 0.000 0.001 0.547 1 0.02 0.00 0.05
1E 21 -0.003 -5.238 0.006 0.000 -0.001 -0.549 1 0.02 0.00 0.05
1F 21 -0.003 5.200 0.006 0.000 -0.001 0.547 1 0.02 0.00 0.05
1G 21 -0.003 -5.238 -0.006 0.000 0.001 -0.549 1 0.02 0.00 0.05
1H 21 -0.003 5.200 -0.006 0.000 0.001 0.547 1 0.02 0.00 0.05
1I 21 -0.004 -1.585 0.002 0.000 -0.000 -0.165 1 0.01 0.00 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 85
1J 21 -0.004 1.547 0.002 0.000 -0.000 0.164 1 0.01 0.00 0.02
1K 21 -0.004 -1.585 -0.002 0.000 0.000 -0.165 1 0.01 0.00 0.02
1L 21 -0.004 1.547 -0.002 0.000 0.000 0.164 1 0.01 0.00 0.02
1M 21 -0.002 -1.585 0.002 0.000 -0.000 -0.165 1 0.01 0.00 0.02
1N 21 -0.002 1.547 0.002 0.000 -0.000 0.164 1 0.01 0.00 0.02
1O 21 -0.002 -1.585 -0.002 0.000 0.000 -0.165 1 0.01 0.00 0.02
1P 21 -0.002 1.547 -0.002 0.000 0.000 0.164 1 0.01 0.00 0.02
2 21 -0.018 -0.026 -0.000 0.000 0.000 0.000 1 0.00 0.00 0.00
7 21 0.002 -0.019 -0.000 0.000 0.000 -0.001 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.003 -0.001 -0.549 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1B -0.003 -0.001 -0.548 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1C -0.003 -0.001 -0.549 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1D -0.003 -0.001 -0.548 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1E -0.003 -0.001 -0.549 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1F -0.003 -0.001 -0.548 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1G -0.003 -0.001 -0.549 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1H -0.003 -0.001 -0.548 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1I -0.004 0.000 -0.165 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
1J -0.004 0.000 -0.165 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
1K -0.004 -0.000 -0.165 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
1L -0.004 -0.000 -0.165 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
1M -0.002 0.000 -0.165 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
1N -0.002 0.000 -0.165 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
1O -0.002 -0.000 -0.165 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
1P -0.002 -0.000 -0.165 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
2 -0.018 0.000 0.002 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.00 Snell. 'yx'= 8
ASTA NUM. 33 NI 53 NF 54 Lungh. 21.0 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.010 -5.161 0.006 0.000 0.001 0.542 1 0.02 0.00 0.05
1B 0 -0.010 4.878 0.006 0.000 0.001 -0.510 1 0.02 0.00 0.05
1C 0 -0.010 -5.161 -0.007 0.000 -0.001 0.542 1 0.02 0.00 0.05
1D 0 -0.010 4.878 -0.007 0.000 -0.001 -0.510 1 0.02 0.00 0.05
1E 0 0.004 -5.161 0.006 0.000 0.001 0.542 1 0.02 0.00 0.05
1F 0 0.004 4.878 0.006 0.000 0.001 -0.510 1 0.02 0.00 0.05
1G 0 0.004 -5.161 -0.007 0.000 -0.001 0.542 1 0.02 0.00 0.05
1H 0 0.004 4.878 -0.007 0.000 -0.001 -0.510 1 0.02 0.00 0.05
1I 0 -0.006 -1.696 0.002 0.000 0.000 0.179 1 0.01 0.00 0.02
1J 0 -0.006 1.413 0.002 0.000 0.000 -0.146 1 0.01 0.00 0.01
1K 0 -0.006 -1.696 -0.002 0.000 -0.000 0.179 1 0.01 0.00 0.02
1L 0 -0.006 1.413 -0.002 0.000 -0.000 -0.146 1 0.01 0.00 0.01
1M 0 0.001 -1.696 0.002 0.000 0.000 0.179 1 0.01 0.00 0.02
1N 0 0.001 1.413 0.002 0.000 0.000 -0.146 1 0.01 0.00 0.01
1O 0 0.001 -1.696 -0.002 0.000 -0.000 0.179 1 0.01 0.00 0.02
1P 0 0.001 1.413 -0.002 0.000 -0.000 -0.146 1 0.01 0.00 0.01
2 0 -0.019 -1.125 -0.001 0.000 -0.000 0.121 1 0.00 0.00 0.01
7 0 0.002 0.242 -0.000 0.000 -0.000 -0.025 1 0.00 0.00 0.00
1A 11 -0.010 -5.178 0.006 0.000 -0.000 -0.001 1 0.02 0.00 0.00
1B 11 -0.010 4.861 0.006 0.000 -0.000 0.002 1 0.02 0.00 0.00
1C 11 -0.010 -5.178 -0.007 0.000 -0.000 -0.001 1 0.02 0.00 0.00
1D 11 -0.010 4.861 -0.007 0.000 -0.000 0.002 1 0.02 0.00 0.00
1E 11 0.004 -5.178 0.006 0.000 -0.000 -0.001 1 0.02 0.00 0.00
1F 11 0.004 4.861 0.006 0.000 -0.000 0.002 1 0.02 0.00 0.00
1G 11 0.004 -5.178 -0.007 0.000 -0.000 -0.001 1 0.02 0.00 0.00
1H 11 0.004 4.861 -0.007 0.000 -0.000 0.002 1 0.02 0.00 0.00
1I 11 -0.006 -1.713 0.002 0.000 -0.000 0.000 1 0.01 0.00 0.00
1J 11 -0.006 1.396 0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
1K 11 -0.006 -1.713 -0.002 0.000 -0.000 0.000 1 0.01 0.00 0.00
1L 11 -0.006 1.396 -0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
1M 11 0.001 -1.713 0.002 0.000 -0.000 0.000 1 0.01 0.00 0.00
1N 11 0.001 1.396 0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
1O 11 0.001 -1.713 -0.002 0.000 -0.000 0.000 1 0.01 0.00 0.00
1P 11 0.001 1.396 -0.002 0.000 -0.000 0.001 1 0.01 0.00 0.00
2 11 -0.019 -1.147 -0.001 0.000 -0.000 0.002 1 0.00 0.00 0.00
7 11 0.002 0.225 -0.000 0.000 0.000 0.000 -- 0.00 0.00 0.00
1A 21 -0.010 -5.196 0.006 0.000 -0.001 -0.545 1 0.02 0.00 0.05
1B 21 -0.010 4.844 0.006 0.000 -0.001 0.511 1 0.02 0.00 0.05
1C 21 -0.010 -5.196 -0.007 0.000 0.001 -0.545 1 0.02 0.00 0.05
1D 21 -0.010 4.844 -0.007 0.000 0.001 0.511 1 0.02 0.00 0.05
1E 21 0.004 -5.196 0.006 0.000 -0.001 -0.545 1 0.02 0.00 0.05
1F 21 0.004 4.844 0.006 0.000 -0.001 0.511 1 0.02 0.00 0.05
1G 21 0.004 -5.196 -0.007 0.000 0.001 -0.545 1 0.02 0.00 0.05
1H 21 0.004 4.844 -0.007 0.000 0.001 0.511 1 0.02 0.00 0.05
1I 21 -0.006 -1.730 0.002 0.000 -0.000 -0.181 1 0.01 0.00 0.02
1J 21 -0.006 1.378 0.002 0.000 -0.000 0.147 1 0.01 0.00 0.01
1K 21 -0.006 -1.730 -0.002 0.000 0.000 -0.181 1 0.01 0.00 0.02
1L 21 -0.006 1.378 -0.002 0.000 0.000 0.147 1 0.01 0.00 0.01
1M 21 0.001 -1.730 0.002 0.000 -0.000 -0.181 1 0.01 0.00 0.02
1N 21 0.001 1.378 0.002 0.000 -0.000 0.147 1 0.01 0.00 0.01
1O 21 0.001 -1.730 -0.002 0.000 0.000 -0.181 1 0.01 0.00 0.02
1P 21 0.001 1.378 -0.002 0.000 0.000 0.147 1 0.01 0.00 0.01
2 21 -0.019 -1.169 -0.001 0.000 0.000 -0.120 1 0.00 0.00 0.01
7 21 0.002 0.208 -0.000 0.000 0.000 0.023 1 0.00 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 86
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.010 -0.001 -0.545 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1B -0.010 -0.001 0.511 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1C -0.010 -0.001 -0.545 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1D -0.010 -0.001 0.511 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.05 Snell. 'yx'= 8
1I -0.006 -0.000 -0.181 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
1J -0.006 -0.000 0.147 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
1K -0.006 -0.000 -0.181 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 8
1L -0.006 -0.000 0.147 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
2 -0.019 -0.000 0.121 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 8
ASTA NUM. 34 NI 55 NF 23 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.022 -1.647 0.223 0.000 0.033 0.064 1 0.01 0.00 0.01
1B 0 -0.022 0.432 0.223 0.000 0.033 0.049 1 0.00 0.00 0.00
1C 0 -0.022 -1.647 -0.008 0.000 -0.011 0.064 1 0.01 0.00 0.01
1D 0 -0.022 0.432 -0.008 0.000 -0.011 0.049 1 0.00 0.00 0.00
1E 0 -0.022 -1.647 0.223 0.000 0.033 0.064 1 0.01 0.00 0.01
1F 0 -0.022 0.432 0.223 0.000 0.033 0.049 1 0.00 0.00 0.00
1G 0 -0.022 -1.647 -0.008 0.000 -0.011 0.064 1 0.01 0.00 0.01
1H 0 -0.022 0.432 -0.008 0.000 -0.011 0.049 1 0.00 0.00 0.00
1I 0 -0.022 -0.976 0.149 0.000 0.019 0.063 1 0.00 0.00 0.01
1J 0 -0.022 -0.240 0.149 0.000 0.019 0.050 1 0.00 0.00 0.00
1K 0 -0.022 -0.976 0.067 0.000 0.004 0.063 1 0.00 0.00 0.01
1L 0 -0.022 -0.240 0.067 0.000 0.004 0.050 1 0.00 0.00 0.00
1M 0 -0.022 -0.976 0.149 0.000 0.019 0.063 1 0.00 0.00 0.01
1N 0 -0.022 -0.240 0.149 0.000 0.019 0.050 1 0.00 0.00 0.00
1O 0 -0.022 -0.976 0.067 0.000 0.004 0.063 1 0.00 0.00 0.01
1P 0 -0.022 -0.240 0.067 0.000 0.004 0.050 1 0.00 0.00 0.00
2 0 -0.165 -8.971 -0.225 0.000 -0.024 0.789 1 0.04 0.00 0.07
7 0 0.054 3.985 1.935 0.000 0.203 -0.345 1 0.02 0.00 0.03
1A 5 -0.022 -1.656 0.223 0.000 0.034 -0.023 1 0.01 0.00 0.00
1B 5 -0.022 0.423 0.223 0.000 0.034 0.072 1 0.00 0.00 0.01
1C 5 -0.022 -1.656 -0.008 0.000 -0.022 -0.023 1 0.01 0.00 0.00
1D 5 -0.022 0.423 -0.008 0.000 -0.022 0.072 1 0.00 0.00 0.01
1E 5 -0.022 -1.656 0.223 0.000 0.034 -0.023 1 0.01 0.00 0.00
1F 5 -0.022 0.423 0.223 0.000 0.034 0.072 1 0.00 0.00 0.01
1G 5 -0.022 -1.656 -0.008 0.000 -0.022 -0.023 1 0.01 0.00 0.00
1H 5 -0.022 0.423 -0.008 0.000 -0.022 0.072 1 0.00 0.00 0.01
1I 5 -0.022 -0.984 0.149 0.000 0.015 0.012 1 0.00 0.00 0.00
1J 5 -0.022 -0.249 0.149 0.000 0.015 0.037 1 0.00 0.00 0.00
1K 5 -0.022 -0.984 0.067 0.000 -0.004 0.012 1 0.00 0.00 0.00
1L 5 -0.022 -0.249 0.067 0.000 -0.004 0.037 1 0.00 0.00 0.00
1M 5 -0.022 -0.984 0.149 0.000 0.015 0.012 1 0.00 0.00 0.00
1N 5 -0.022 -0.249 0.149 0.000 0.015 0.037 1 0.00 0.00 0.00
1O 5 -0.022 -0.984 0.067 0.000 -0.004 0.012 1 0.00 0.00 0.00
1P 5 -0.022 -0.249 0.067 0.000 -0.004 0.037 1 0.00 0.00 0.00
2 5 -0.165 -8.982 -0.225 0.000 -0.012 0.317 1 0.04 0.00 0.03
7 5 0.054 3.976 1.935 0.000 0.101 -0.136 1 0.02 0.00 0.01
1A 11 -0.022 -1.664 0.223 0.000 0.034 -0.110 1 0.01 0.00 0.01
1B 11 -0.022 0.415 0.223 0.000 0.034 0.094 1 0.00 0.00 0.01
1C 11 -0.022 -1.664 -0.008 0.000 -0.034 -0.110 1 0.01 0.00 0.01
1D 11 -0.022 0.415 -0.008 0.000 -0.034 0.094 1 0.00 0.00 0.01
1E 11 -0.022 -1.664 0.223 0.000 0.034 -0.110 1 0.01 0.00 0.01
1F 11 -0.022 0.415 0.223 0.000 0.034 0.094 1 0.00 0.00 0.01
1G 11 -0.022 -1.664 -0.008 0.000 -0.034 -0.110 1 0.01 0.00 0.01
1H 11 -0.022 0.415 -0.008 0.000 -0.034 0.094 1 0.00 0.00 0.01
1I 11 -0.022 -0.993 0.149 0.000 0.011 -0.040 1 0.00 0.00 0.00
1J 11 -0.022 -0.257 0.149 0.000 0.011 0.024 1 0.00 0.00 0.00
1K 11 -0.022 -0.993 0.067 0.000 -0.011 -0.040 1 0.00 0.00 0.00
1L 11 -0.022 -0.257 0.067 0.000 -0.011 0.024 1 0.00 0.00 0.00
1M 11 -0.022 -0.993 0.149 0.000 0.011 -0.040 1 0.00 0.00 0.00
1N 11 -0.022 -0.257 0.149 0.000 0.011 0.024 1 0.00 0.00 0.00
1O 11 -0.022 -0.993 0.067 0.000 -0.011 -0.040 1 0.00 0.00 0.00
1P 11 -0.022 -0.257 0.067 0.000 -0.011 0.024 1 0.00 0.00 0.00
2 11 -0.165 -8.993 -0.225 0.000 0.000 -0.154 1 0.04 0.00 0.01
7 11 0.054 3.968 1.935 0.000 -0.000 0.073 1 0.02 0.00 0.01
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.022 0.034 -0.110 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1B -0.022 0.034 0.094 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1C -0.022 -0.034 -0.110 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1D -0.022 -0.034 0.094 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1E -0.022 0.034 -0.110 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1F -0.022 0.034 0.094 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1G -0.022 -0.034 -0.110 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 87
1H -0.022 -0.034 0.094 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1I -0.022 0.019 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1J -0.022 0.019 0.050 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1K -0.022 -0.011 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1L -0.022 -0.011 0.050 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1M -0.022 0.019 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1N -0.022 0.019 0.050 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1O -0.022 -0.011 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1P -0.022 -0.011 0.050 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
2 -0.165 -0.024 0.789 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.07 Snell. 'yx'= 4
ASTA NUM. 35 NI 56 NF 8 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.027 -1.696 0.225 0.000 0.034 0.063 1 0.01 0.00 0.01
1B 0 -0.027 0.432 0.225 0.000 0.034 0.050 1 0.00 0.00 0.00
1C 0 -0.027 -1.696 -0.012 0.000 -0.012 0.063 1 0.01 0.00 0.01
1D 0 -0.027 0.432 -0.012 0.000 -0.012 0.050 1 0.00 0.00 0.00
1E 0 -0.027 -1.696 0.225 0.000 0.034 0.063 1 0.01 0.00 0.01
1F 0 -0.027 0.432 0.225 0.000 0.034 0.050 1 0.00 0.00 0.00
1G 0 -0.027 -1.696 -0.012 0.000 -0.012 0.063 1 0.01 0.00 0.01
1H 0 -0.027 0.432 -0.012 0.000 -0.012 0.050 1 0.00 0.00 0.00
1I 0 -0.027 -1.001 0.148 0.000 0.019 0.063 1 0.00 0.00 0.01
1J 0 -0.027 -0.263 0.148 0.000 0.019 0.051 1 0.00 0.00 0.00
1K 0 -0.027 -1.001 0.066 0.000 0.003 0.063 1 0.00 0.00 0.01
1L 0 -0.027 -0.263 0.066 0.000 0.003 0.051 1 0.00 0.00 0.00
1M 0 -0.027 -1.001 0.148 0.000 0.019 0.063 1 0.00 0.00 0.01
1N 0 -0.027 -0.263 0.148 0.000 0.019 0.051 1 0.00 0.00 0.00
1O 0 -0.027 -1.001 0.066 0.000 0.003 0.063 1 0.00 0.00 0.01
1P 0 -0.027 -0.263 0.066 0.000 0.003 0.051 1 0.00 0.00 0.00
2 0 -0.128 -8.790 -0.229 0.000 -0.024 0.789 1 0.03 0.00 0.07
7 0 0.024 3.837 1.932 0.000 0.203 -0.344 1 0.02 0.00 0.03
1A 5 -0.027 -1.705 0.225 0.000 0.035 -0.026 1 0.01 0.00 0.00
1B 5 -0.027 0.424 0.225 0.000 0.035 0.073 1 0.00 0.00 0.01
1C 5 -0.027 -1.705 -0.012 0.000 -0.024 -0.026 1 0.01 0.00 0.00
1D 5 -0.027 0.424 -0.012 0.000 -0.024 0.073 1 0.00 0.00 0.01
1E 5 -0.027 -1.705 0.225 0.000 0.035 -0.026 1 0.01 0.00 0.00
1F 5 -0.027 0.424 0.225 0.000 0.035 0.073 1 0.00 0.00 0.01
1G 5 -0.027 -1.705 -0.012 0.000 -0.024 -0.026 1 0.01 0.00 0.00
1H 5 -0.027 0.424 -0.012 0.000 -0.024 0.073 1 0.00 0.00 0.01
1I 5 -0.027 -1.009 0.148 0.000 0.015 0.010 1 0.00 0.00 0.00
1J 5 -0.027 -0.271 0.148 0.000 0.015 0.037 1 0.00 0.00 0.00
1K 5 -0.027 -1.009 0.066 0.000 -0.004 0.010 1 0.00 0.00 0.00
1L 5 -0.027 -0.271 0.066 0.000 -0.004 0.037 1 0.00 0.00 0.00
1M 5 -0.027 -1.009 0.148 0.000 0.015 0.010 1 0.00 0.00 0.00
1N 5 -0.027 -0.271 0.148 0.000 0.015 0.037 1 0.00 0.00 0.00
1O 5 -0.027 -1.009 0.066 0.000 -0.004 0.010 1 0.00 0.00 0.00
1P 5 -0.027 -0.271 0.066 0.000 -0.004 0.037 1 0.00 0.00 0.00
2 5 -0.128 -8.802 -0.229 0.000 -0.012 0.327 1 0.03 0.00 0.03
7 5 0.024 3.829 1.932 0.000 0.101 -0.143 1 0.02 0.00 0.01
1A 11 -0.027 -1.713 0.225 0.000 0.035 -0.116 1 0.01 0.00 0.01
1B 11 -0.027 0.415 0.225 0.000 0.035 0.095 1 0.00 0.00 0.01
1C 11 -0.027 -1.713 -0.012 0.000 -0.035 -0.116 1 0.01 0.00 0.01
1D 11 -0.027 0.415 -0.012 0.000 -0.035 0.095 1 0.00 0.00 0.01
1E 11 -0.027 -1.713 0.225 0.000 0.035 -0.116 1 0.01 0.00 0.01
1F 11 -0.027 0.415 0.225 0.000 0.035 0.095 1 0.00 0.00 0.01
1G 11 -0.027 -1.713 -0.012 0.000 -0.035 -0.116 1 0.01 0.00 0.01
1H 11 -0.027 0.415 -0.012 0.000 -0.035 0.095 1 0.00 0.00 0.01
1I 11 -0.027 -1.018 0.148 0.000 0.011 -0.043 1 0.00 0.00 0.00
1J 11 -0.027 -0.280 0.148 0.000 0.011 0.022 1 0.00 0.00 0.00
1K 11 -0.027 -1.018 0.066 0.000 -0.011 -0.043 1 0.00 0.00 0.00
1L 11 -0.027 -0.280 0.066 0.000 -0.011 0.022 1 0.00 0.00 0.00
1M 11 -0.027 -1.018 0.148 0.000 0.011 -0.043 1 0.00 0.00 0.00
1N 11 -0.027 -0.280 0.148 0.000 0.011 0.022 1 0.00 0.00 0.00
1O 11 -0.027 -1.018 0.066 0.000 -0.011 -0.043 1 0.00 0.00 0.00
1P 11 -0.027 -0.280 0.066 0.000 -0.011 0.022 1 0.00 0.00 0.00
2 11 -0.128 -8.813 -0.229 0.000 0.000 -0.135 1 0.03 0.00 0.01
7 11 0.024 3.820 1.932 0.000 -0.000 0.058 1 0.02 0.00 0.01
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.027 0.035 -0.116 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1B -0.027 0.035 0.095 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1C -0.027 -0.035 -0.116 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1D -0.027 -0.035 0.095 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1E -0.027 0.035 -0.116 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1F -0.027 0.035 0.095 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1G -0.027 -0.035 -0.116 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1H -0.027 -0.035 0.095 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1I -0.027 0.019 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1J -0.027 0.019 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1K -0.027 -0.011 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1L -0.027 -0.011 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1M -0.027 0.019 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1N -0.027 0.019 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1O -0.027 -0.011 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1P -0.027 -0.011 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 88
2 -0.128 -0.024 0.789 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.07 Snell. 'yx'= 4
ASTA NUM. 36 NI 57 NF 13 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.022 -1.697 0.224 0.000 0.035 0.063 1 0.01 0.00 0.01
1B 0 -0.022 0.387 0.224 0.000 0.035 0.051 1 0.00 0.00 0.00
1C 0 -0.022 -1.697 -0.008 0.000 -0.012 0.063 1 0.01 0.00 0.01
1D 0 -0.022 0.387 -0.008 0.000 -0.012 0.051 1 0.00 0.00 0.00
1E 0 -0.022 -1.697 0.224 0.000 0.035 0.063 1 0.01 0.00 0.01
1F 0 -0.022 0.387 0.224 0.000 0.035 0.051 1 0.00 0.00 0.00
1G 0 -0.022 -1.697 -0.008 0.000 -0.012 0.063 1 0.01 0.00 0.01
1H 0 -0.022 0.387 -0.008 0.000 -0.012 0.051 1 0.00 0.00 0.00
1I 0 -0.022 -1.010 0.147 0.000 0.020 0.063 1 0.00 0.00 0.01
1J 0 -0.022 -0.301 0.147 0.000 0.020 0.051 1 0.00 0.00 0.00
1K 0 -0.022 -1.010 0.068 0.000 0.003 0.063 1 0.00 0.00 0.01
1L 0 -0.022 -0.301 0.068 0.000 0.003 0.051 1 0.00 0.00 0.00
1M 0 -0.022 -1.010 0.147 0.000 0.020 0.063 1 0.00 0.00 0.01
1N 0 -0.022 -0.301 0.147 0.000 0.020 0.051 1 0.00 0.00 0.00
1O 0 -0.022 -1.010 0.068 0.000 0.003 0.063 1 0.00 0.00 0.01
1P 0 -0.022 -0.301 0.068 0.000 0.003 0.051 1 0.00 0.00 0.00
2 0 -0.165 -8.600 -0.221 0.000 -0.023 0.789 1 0.03 0.00 0.07
7 0 0.053 3.687 1.933 0.000 0.203 -0.345 1 0.02 0.00 0.03
1A 5 -0.022 -1.706 0.224 0.000 0.035 -0.027 1 0.01 0.00 0.00
1B 5 -0.022 0.378 0.224 0.000 0.035 0.071 1 0.00 0.00 0.01
1C 5 -0.022 -1.706 -0.008 0.000 -0.024 -0.027 1 0.01 0.00 0.00
1D 5 -0.022 0.378 -0.008 0.000 -0.024 0.071 1 0.00 0.00 0.01
1E 5 -0.022 -1.706 0.224 0.000 0.035 -0.027 1 0.01 0.00 0.00
1F 5 -0.022 0.378 0.224 0.000 0.035 0.071 1 0.00 0.00 0.01
1G 5 -0.022 -1.706 -0.008 0.000 -0.024 -0.027 1 0.01 0.00 0.00
1H 5 -0.022 0.378 -0.008 0.000 -0.024 0.071 1 0.00 0.00 0.01
1I 5 -0.022 -1.019 0.147 0.000 0.016 0.009 1 0.00 0.00 0.00
1J 5 -0.022 -0.309 0.147 0.000 0.016 0.035 1 0.00 0.00 0.00
1K 5 -0.022 -1.019 0.068 0.000 -0.004 0.009 1 0.00 0.00 0.00
1L 5 -0.022 -0.309 0.068 0.000 -0.004 0.035 1 0.00 0.00 0.00
1M 5 -0.022 -1.019 0.147 0.000 0.016 0.009 1 0.00 0.00 0.00
1N 5 -0.022 -0.309 0.147 0.000 0.016 0.035 1 0.00 0.00 0.00
1O 5 -0.022 -1.019 0.068 0.000 -0.004 0.009 1 0.00 0.00 0.00
1P 5 -0.022 -0.309 0.068 0.000 -0.004 0.035 1 0.00 0.00 0.00
2 5 -0.165 -8.611 -0.221 0.000 -0.012 0.337 1 0.03 0.00 0.03
7 5 0.053 3.678 1.933 0.000 0.101 -0.151 1 0.02 0.00 0.01
1A 11 -0.022 -1.714 0.224 0.000 0.035 -0.117 1 0.01 0.00 0.01
1B 11 -0.022 0.369 0.224 0.000 0.035 0.091 1 0.00 0.00 0.01
1C 11 -0.022 -1.714 -0.008 0.000 -0.035 -0.117 1 0.01 0.00 0.01
1D 11 -0.022 0.369 -0.008 0.000 -0.035 0.091 1 0.00 0.00 0.01
1E 11 -0.022 -1.714 0.224 0.000 0.035 -0.117 1 0.01 0.00 0.01
1F 11 -0.022 0.369 0.224 0.000 0.035 0.091 1 0.00 0.00 0.01
1G 11 -0.022 -1.714 -0.008 0.000 -0.035 -0.117 1 0.01 0.00 0.01
1H 11 -0.022 0.369 -0.008 0.000 -0.035 0.091 1 0.00 0.00 0.01
1I 11 -0.022 -1.027 0.147 0.000 0.012 -0.044 1 0.00 0.00 0.00
1J 11 -0.022 -0.318 0.147 0.000 0.012 0.018 1 0.00 0.00 0.00
1K 11 -0.022 -1.027 0.068 0.000 -0.012 -0.044 1 0.00 0.00 0.00
1L 11 -0.022 -0.318 0.068 0.000 -0.012 0.018 1 0.00 0.00 0.00
1M 11 -0.022 -1.027 0.147 0.000 0.012 -0.044 1 0.00 0.00 0.00
1N 11 -0.022 -0.318 0.147 0.000 0.012 0.018 1 0.00 0.00 0.00
1O 11 -0.022 -1.027 0.068 0.000 -0.012 -0.044 1 0.00 0.00 0.00
1P 11 -0.022 -0.318 0.068 0.000 -0.012 0.018 1 0.00 0.00 0.00
2 11 -0.165 -8.622 -0.221 0.000 0.000 -0.116 1 0.03 0.00 0.01
7 11 0.053 3.670 1.933 0.000 -0.000 0.042 1 0.02 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.022 0.035 -0.117 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1B -0.022 0.035 0.091 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1C -0.022 -0.035 -0.117 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1D -0.022 -0.035 0.091 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1E -0.022 0.035 -0.117 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1F -0.022 0.035 0.091 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1G -0.022 -0.035 -0.117 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1H -0.022 -0.035 0.091 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1I -0.022 0.020 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1J -0.022 0.020 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1K -0.022 -0.012 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1L -0.022 -0.012 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1M -0.022 0.020 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1N -0.022 0.020 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1O -0.022 -0.012 0.063 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1P -0.022 -0.012 0.051 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
2 -0.165 -0.023 0.789 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.07 Snell. 'yx'= 4
ASTA NUM. 37 NI 58 NF 7 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 89
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.021 -2.778 0.363 0.000 0.038 0.019 1 0.01 0.00 0.00
1B 0 0.021 2.278 0.363 0.000 0.038 0.018 1 0.01 0.00 0.00
1C 0 0.021 -2.778 -0.550 0.000 -0.058 0.019 1 0.01 0.00 0.00
1D 0 0.021 2.278 -0.550 0.000 -0.058 0.018 1 0.01 0.00 0.00
1E 0 0.081 -2.778 0.363 0.000 0.038 0.019 1 0.01 0.00 0.00
1F 0 0.081 2.278 0.363 0.000 0.038 0.018 1 0.01 0.00 0.00
1G 0 0.081 -2.778 -0.550 0.000 -0.058 0.019 1 0.01 0.00 0.00
1H 0 0.081 2.278 -0.550 0.000 -0.058 0.018 1 0.01 0.00 0.00
1I 0 0.035 -1.027 1.397 0.000 0.147 0.020 1 0.01 0.00 0.01
1J 0 0.035 0.527 1.397 0.000 0.147 0.017 1 0.01 0.00 0.01
1K 0 0.035 -1.027 -1.583 0.000 -0.166 0.020 1 0.01 0.00 0.01
1L 0 0.035 0.527 -1.583 0.000 -0.166 0.017 1 0.01 0.00 0.01
1M 0 0.067 -1.027 1.397 0.000 0.147 0.020 1 0.01 0.00 0.01
1N 0 0.067 0.527 1.397 0.000 0.147 0.017 1 0.01 0.00 0.01
1O 0 0.067 -1.027 -1.583 0.000 -0.166 0.020 1 0.01 0.00 0.01
1P 0 0.067 0.527 -1.583 0.000 -0.166 0.017 1 0.01 0.00 0.01
2 0 0.324 -1.411 1.246 0.000 0.131 0.080 1 0.01 0.00 0.01
7 0 -0.095 0.331 -3.397 0.000 -0.356 -0.010 1 0.03 0.00 0.02
1A 5 0.021 -2.787 0.363 0.000 0.019 -0.127 1 0.01 0.00 0.01
1B 5 0.021 2.270 0.363 0.000 0.019 0.137 1 0.01 0.00 0.01
1C 5 0.021 -2.787 -0.550 0.000 -0.029 -0.127 1 0.01 0.00 0.01
1D 5 0.021 2.270 -0.550 0.000 -0.029 0.137 1 0.01 0.00 0.01
1E 5 0.081 -2.787 0.363 0.000 0.019 -0.127 1 0.01 0.00 0.01
1F 5 0.081 2.270 0.363 0.000 0.019 0.137 1 0.01 0.00 0.01
1G 5 0.081 -2.787 -0.550 0.000 -0.029 -0.127 1 0.01 0.00 0.01
1H 5 0.081 2.270 -0.550 0.000 -0.029 0.137 1 0.01 0.00 0.01
1I 5 0.035 -1.035 1.397 0.000 0.073 -0.034 1 0.01 0.00 0.00
1J 5 0.035 0.518 1.397 0.000 0.073 0.044 1 0.01 0.00 0.00
1K 5 0.035 -1.035 -1.583 0.000 -0.083 -0.034 1 0.01 0.00 0.00
1L 5 0.035 0.518 -1.583 0.000 -0.083 0.044 1 0.01 0.00 0.00
1M 5 0.067 -1.035 1.397 0.000 0.073 -0.034 1 0.01 0.00 0.00
1N 5 0.067 0.518 1.397 0.000 0.073 0.044 1 0.01 0.00 0.00
1O 5 0.067 -1.035 -1.583 0.000 -0.083 -0.034 1 0.01 0.00 0.00
1P 5 0.067 0.518 -1.583 0.000 -0.083 0.044 1 0.01 0.00 0.00
2 5 0.324 -1.422 1.246 0.000 0.065 0.005 1 0.01 0.00 0.00
7 5 -0.095 0.322 -3.397 0.000 -0.178 0.007 1 0.03 0.00 0.01
1A 11 0.021 -2.795 0.363 0.000 0.000 -0.274 1 0.01 0.00 0.03
1B 11 0.021 2.261 0.363 0.000 0.000 0.257 1 0.01 0.00 0.02
1C 11 0.021 -2.795 -0.550 0.000 -0.000 -0.274 1 0.01 0.00 0.03
1D 11 0.021 2.261 -0.550 0.000 -0.000 0.257 1 0.01 0.00 0.02
1E 11 0.081 -2.795 0.363 0.000 0.000 -0.274 1 0.01 0.00 0.03
1F 11 0.081 2.261 0.363 0.000 0.000 0.257 1 0.01 0.00 0.02
1G 11 0.081 -2.795 -0.550 0.000 -0.000 -0.274 1 0.01 0.00 0.03
1H 11 0.081 2.261 -0.550 0.000 -0.000 0.257 1 0.01 0.00 0.02
1I 11 0.035 -1.044 1.397 0.000 0.000 -0.089 1 0.01 0.00 0.01
1J 11 0.035 0.510 1.397 0.000 0.000 0.072 1 0.01 0.00 0.01
1K 11 0.035 -1.044 -1.583 0.000 -0.000 -0.089 1 0.01 0.00 0.01
1L 11 0.035 0.510 -1.583 0.000 -0.000 0.072 1 0.01 0.00 0.01
1M 11 0.067 -1.044 1.397 0.000 0.000 -0.089 1 0.01 0.00 0.01
1N 11 0.067 0.510 1.397 0.000 0.000 0.072 1 0.01 0.00 0.01
1O 11 0.067 -1.044 -1.583 0.000 -0.000 -0.089 1 0.01 0.00 0.01
1P 11 0.067 0.510 -1.583 0.000 -0.000 0.072 1 0.01 0.00 0.01
2 11 0.324 -1.433 1.246 0.000 -0.000 -0.070 1 0.01 0.00 0.01
7 11 -0.095 0.314 -3.397 0.000 0.000 0.023 1 0.03 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
7 -0.095 -0.356 0.023 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
ASTA NUM. 38 NI 59 NF 14 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.029 -2.628 1.068 0.000 0.112 0.020 1 0.01 0.00 0.01
1B 0 -0.029 2.201 1.068 0.000 0.112 0.018 1 0.01 0.00 0.01
1C 0 -0.029 -2.628 -1.261 0.000 -0.132 0.020 1 0.01 0.00 0.01
1D 0 -0.029 2.201 -1.261 0.000 -0.132 0.018 1 0.01 0.00 0.01
1E 0 0.093 -2.628 1.068 0.000 0.112 0.020 1 0.01 0.00 0.01
1F 0 0.093 2.201 1.068 0.000 0.112 0.018 1 0.01 0.00 0.01
1G 0 0.093 -2.628 -1.261 0.000 -0.132 0.020 1 0.01 0.00 0.01
1H 0 0.093 2.201 -1.261 0.000 -0.132 0.018 1 0.01 0.00 0.01
1I 0 0.011 -0.947 1.655 0.000 0.174 0.020 1 0.01 0.00 0.01
1J 0 0.011 0.520 1.655 0.000 0.174 0.017 1 0.01 0.00 0.01
1K 0 0.011 -0.947 -1.848 0.000 -0.194 0.020 1 0.02 0.00 0.01
1L 0 0.011 0.520 -1.848 0.000 -0.194 0.017 1 0.02 0.00 0.01
1M 0 0.054 -0.947 1.655 0.000 0.174 0.020 1 0.01 0.00 0.01
1N 0 0.054 0.520 1.655 0.000 0.174 0.017 1 0.01 0.00 0.01
1O 0 0.054 -0.947 -1.848 0.000 -0.194 0.020 1 0.02 0.00 0.01
1P 0 0.054 0.520 -1.848 0.000 -0.194 0.017 1 0.02 0.00 0.01
2 0 0.261 -0.789 1.225 0.000 0.129 0.080 1 0.01 0.00 0.01
7 0 -0.091 0.036 -3.393 0.000 -0.356 -0.010 1 0.03 0.00 0.02
1A 5 -0.029 -2.637 1.068 0.000 0.056 0.135 1 0.01 0.00 0.01
1B 5 -0.029 2.193 1.068 0.000 0.056 -0.121 1 0.01 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 90
1C 5 -0.029 -2.637 -1.261 0.000 -0.066 0.135 1 0.01 0.00 0.01
1D 5 -0.029 2.193 -1.261 0.000 -0.066 -0.121 1 0.01 0.00 0.01
1E 5 0.093 -2.637 1.068 0.000 0.056 0.135 1 0.01 0.00 0.01
1F 5 0.093 2.193 1.068 0.000 0.056 -0.121 1 0.01 0.00 0.01
1G 5 0.093 -2.637 -1.261 0.000 -0.066 0.135 1 0.01 0.00 0.01
1H 5 0.093 2.193 -1.261 0.000 -0.066 -0.121 1 0.01 0.00 0.01
1I 5 0.011 -0.956 1.655 0.000 0.087 0.047 1 0.01 0.00 0.00
1J 5 0.011 0.511 1.655 0.000 0.087 -0.033 1 0.01 0.00 0.00
1K 5 0.011 -0.956 -1.848 0.000 -0.097 0.047 1 0.02 0.00 0.00
1L 5 0.011 0.511 -1.848 0.000 -0.097 -0.033 1 0.02 0.00 0.00
1M 5 0.054 -0.956 1.655 0.000 0.087 0.047 1 0.01 0.00 0.00
1N 5 0.054 0.511 1.655 0.000 0.087 -0.033 1 0.01 0.00 0.00
1O 5 0.054 -0.956 -1.848 0.000 -0.097 0.047 1 0.02 0.00 0.00
1P 5 0.054 0.511 -1.848 0.000 -0.097 -0.033 1 0.02 0.00 0.00
2 5 0.261 -0.800 1.225 0.000 0.064 0.038 1 0.01 0.00 0.00
7 5 -0.091 0.027 -3.393 0.000 -0.178 -0.009 1 0.03 0.00 0.01
1A 11 -0.029 -2.646 1.068 0.000 0.000 0.249 1 0.01 0.00 0.02
1B 11 -0.029 2.184 1.068 0.000 0.000 -0.259 1 0.01 0.00 0.02
1C 11 -0.029 -2.646 -1.261 0.000 -0.000 0.249 1 0.01 0.00 0.02
1D 11 -0.029 2.184 -1.261 0.000 -0.000 -0.259 1 0.01 0.00 0.02
1E 11 0.093 -2.646 1.068 0.000 0.000 0.249 1 0.01 0.00 0.02
1F 11 0.093 2.184 1.068 0.000 0.000 -0.259 1 0.01 0.00 0.02
1G 11 0.093 -2.646 -1.261 0.000 -0.000 0.249 1 0.01 0.00 0.02
1H 11 0.093 2.184 -1.261 0.000 -0.000 -0.259 1 0.01 0.00 0.02
1I 11 0.011 -0.964 1.655 0.000 -0.000 0.073 1 0.01 0.00 0.01
1J 11 0.011 0.503 1.655 0.000 -0.000 -0.083 1 0.01 0.00 0.01
1K 11 0.011 -0.964 -1.848 0.000 0.000 0.073 1 0.02 0.00 0.01
1L 11 0.011 0.503 -1.848 0.000 0.000 -0.083 1 0.02 0.00 0.01
1M 11 0.054 -0.964 1.655 0.000 -0.000 0.073 1 0.01 0.00 0.01
1N 11 0.054 0.503 1.655 0.000 -0.000 -0.083 1 0.01 0.00 0.01
1O 11 0.054 -0.964 -1.848 0.000 0.000 0.073 1 0.02 0.00 0.01
1P 11 0.054 0.503 -1.848 0.000 0.000 -0.083 1 0.02 0.00 0.01
2 11 0.261 -0.811 1.225 0.000 -0.000 -0.004 1 0.01 0.00 0.00
7 11 -0.091 0.019 -3.393 0.000 0.000 -0.008 1 0.03 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.029 0.112 0.249 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
1B -0.029 0.112 -0.259 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
1C -0.029 -0.132 0.249 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
1D -0.029 -0.132 -0.259 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.03 Snell. 'yx'= 4
7 -0.091 -0.356 -0.010 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
ASTA NUM. 39 NI 60 NF 24 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.023 -2.714 1.000 0.000 0.105 0.019 1 0.01 0.00 0.00
1B 0 0.023 2.136 1.000 0.000 0.105 0.018 1 0.01 0.00 0.00
1C 0 0.023 -2.714 -1.192 0.000 -0.125 0.019 1 0.01 0.00 0.01
1D 0 0.023 2.136 -1.192 0.000 -0.125 0.018 1 0.01 0.00 0.01
1E 0 0.042 -2.714 1.000 0.000 0.105 0.019 1 0.01 0.00 0.00
1F 0 0.042 2.136 1.000 0.000 0.105 0.018 1 0.01 0.00 0.00
1G 0 0.042 -2.714 -1.192 0.000 -0.125 0.019 1 0.01 0.00 0.01
1H 0 0.042 2.136 -1.192 0.000 -0.125 0.018 1 0.01 0.00 0.01
1I 0 0.025 -1.053 1.583 0.000 0.166 0.020 1 0.01 0.00 0.01
1J 0 0.025 0.474 1.583 0.000 0.166 0.017 1 0.01 0.00 0.01
1K 0 0.025 -1.053 -1.775 0.000 -0.186 0.020 1 0.02 0.00 0.01
1L 0 0.025 0.474 -1.775 0.000 -0.186 0.017 1 0.02 0.00 0.01
1M 0 0.040 -1.053 1.583 0.000 0.166 0.020 1 0.01 0.00 0.01
1N 0 0.040 0.474 1.583 0.000 0.166 0.017 1 0.01 0.00 0.01
1O 0 0.040 -1.053 -1.775 0.000 -0.186 0.020 1 0.02 0.00 0.01
1P 0 0.040 0.474 -1.775 0.000 -0.186 0.017 1 0.02 0.00 0.01
2 0 0.262 -2.037 1.231 0.000 0.129 0.080 1 0.01 0.00 0.01
7 0 -0.091 0.624 -3.397 0.000 -0.357 -0.010 1 0.03 0.00 0.02
1A 5 0.023 -2.723 1.000 0.000 0.052 -0.124 1 0.01 0.00 0.01
1B 5 0.023 2.127 1.000 0.000 0.052 0.130 1 0.01 0.00 0.01
1C 5 0.023 -2.723 -1.192 0.000 -0.062 -0.124 1 0.01 0.00 0.01
1D 5 0.023 2.127 -1.192 0.000 -0.062 0.130 1 0.01 0.00 0.01
1E 5 0.042 -2.723 1.000 0.000 0.052 -0.124 1 0.01 0.00 0.01
1F 5 0.042 2.127 1.000 0.000 0.052 0.130 1 0.01 0.00 0.01
1G 5 0.042 -2.723 -1.192 0.000 -0.062 -0.124 1 0.01 0.00 0.01
1H 5 0.042 2.127 -1.192 0.000 -0.062 0.130 1 0.01 0.00 0.01
1I 5 0.025 -1.061 1.583 0.000 0.083 -0.036 1 0.01 0.00 0.00
1J 5 0.025 0.465 1.583 0.000 0.083 0.042 1 0.01 0.00 0.00
1K 5 0.025 -1.061 -1.775 0.000 -0.093 -0.036 1 0.02 0.00 0.00
1L 5 0.025 0.465 -1.775 0.000 -0.093 0.042 1 0.02 0.00 0.00
1M 5 0.040 -1.061 1.583 0.000 0.083 -0.036 1 0.01 0.00 0.00
1N 5 0.040 0.465 1.583 0.000 0.083 0.042 1 0.01 0.00 0.00
1O 5 0.040 -1.061 -1.775 0.000 -0.093 -0.036 1 0.02 0.00 0.00
1P 5 0.040 0.465 -1.775 0.000 -0.093 0.042 1 0.02 0.00 0.00
2 5 0.262 -2.048 1.231 0.000 0.065 -0.027 1 0.01 0.00 0.00
7 5 -0.091 0.615 -3.397 0.000 -0.178 0.022 1 0.03 0.00 0.01
1A 11 0.023 -2.731 1.000 0.000 -0.000 -0.267 1 0.01 0.00 0.02
1B 11 0.023 2.118 1.000 0.000 -0.000 0.241 1 0.01 0.00 0.02
1C 11 0.023 -2.731 -1.192 0.000 0.000 -0.267 1 0.01 0.00 0.02
1D 11 0.023 2.118 -1.192 0.000 0.000 0.241 1 0.01 0.00 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 91
1E 11 0.042 -2.731 1.000 0.000 -0.000 -0.267 1 0.01 0.00 0.02
1F 11 0.042 2.118 1.000 0.000 -0.000 0.241 1 0.01 0.00 0.02
1G 11 0.042 -2.731 -1.192 0.000 0.000 -0.267 1 0.01 0.00 0.02
1H 11 0.042 2.118 -1.192 0.000 0.000 0.241 1 0.01 0.00 0.02
1I 11 0.025 -1.070 1.583 0.000 -0.000 -0.092 1 0.01 0.00 0.01
1J 11 0.025 0.457 1.583 0.000 -0.000 0.066 1 0.01 0.00 0.01
1K 11 0.025 -1.070 -1.775 0.000 0.000 -0.092 1 0.02 0.00 0.01
1L 11 0.025 0.457 -1.775 0.000 0.000 0.066 1 0.02 0.00 0.01
1M 11 0.040 -1.070 1.583 0.000 -0.000 -0.092 1 0.01 0.00 0.01
1N 11 0.040 0.457 1.583 0.000 -0.000 0.066 1 0.01 0.00 0.01
1O 11 0.040 -1.070 -1.775 0.000 0.000 -0.092 1 0.02 0.00 0.01
1P 11 0.040 0.457 -1.775 0.000 0.000 0.066 1 0.02 0.00 0.01
2 11 0.262 -2.059 1.231 0.000 -0.000 -0.135 1 0.01 0.00 0.01
7 11 -0.091 0.606 -3.397 0.000 0.000 0.054 1 0.03 0.00 0.01
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
7 -0.091 -0.357 0.054 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
ASTA NUM. 40 NI 61 NF 25 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.005 -2.875 0.202 0.000 0.040 0.102 1 0.01 0.00 0.01
1B 0 -0.005 0.957 0.202 0.000 0.040 0.062 1 0.00 0.00 0.01
1C 0 -0.005 -2.875 -0.225 0.000 -0.042 0.102 1 0.01 0.00 0.01
1D 0 -0.005 0.957 -0.225 0.000 -0.042 0.062 1 0.00 0.00 0.01
1E 0 -0.005 -2.875 0.202 0.000 0.040 0.102 1 0.01 0.00 0.01
1F 0 -0.005 0.957 0.202 0.000 0.040 0.062 1 0.00 0.00 0.01
1G 0 -0.005 -2.875 -0.225 0.000 -0.042 0.102 1 0.01 0.00 0.01
1H 0 -0.005 0.957 -0.225 0.000 -0.042 0.062 1 0.00 0.00 0.01
1I 0 -0.005 -1.813 0.084 0.000 0.018 0.111 1 0.01 0.00 0.01
1J 0 -0.005 -0.106 0.084 0.000 0.018 0.053 1 0.00 0.00 0.00
1K 0 -0.005 -1.813 -0.106 0.000 -0.020 0.111 1 0.01 0.00 0.01
1L 0 -0.005 -0.106 -0.106 0.000 -0.020 0.053 1 0.00 0.00 0.00
1M 0 -0.005 -1.813 0.084 0.000 0.018 0.111 1 0.01 0.00 0.01
1N 0 -0.005 -0.106 0.084 0.000 0.018 0.053 1 0.00 0.00 0.00
1O 0 -0.005 -1.813 -0.106 0.000 -0.020 0.111 1 0.01 0.00 0.01
1P 0 -0.005 -0.106 -0.106 0.000 -0.020 0.053 1 0.00 0.00 0.00
2 0 -0.094 -9.906 0.142 0.000 0.015 0.854 1 0.04 0.00 0.08
7 0 0.034 2.760 -0.451 0.000 -0.047 -0.240 1 0.01 0.00 0.02
1A 5 -0.005 -2.884 0.202 0.000 0.051 -0.051 1 0.01 0.00 0.00
1B 5 -0.005 0.948 0.202 0.000 0.051 0.113 1 0.00 0.00 0.01
1C 5 -0.005 -2.884 -0.225 0.000 -0.052 -0.051 1 0.01 0.00 0.00
1D 5 -0.005 0.948 -0.225 0.000 -0.052 0.113 1 0.00 0.00 0.01
1E 5 -0.005 -2.884 0.202 0.000 0.051 -0.051 1 0.01 0.00 0.00
1F 5 -0.005 0.948 0.202 0.000 0.051 0.113 1 0.00 0.00 0.01
1G 5 -0.005 -2.884 -0.225 0.000 -0.052 -0.051 1 0.01 0.00 0.00
1H 5 -0.005 0.948 -0.225 0.000 -0.052 0.113 1 0.00 0.00 0.01
1I 5 -0.005 -1.821 0.084 0.000 0.020 0.015 1 0.01 0.00 0.00
1J 5 -0.005 -0.114 0.084 0.000 0.020 0.048 1 0.00 0.00 0.00
1K 5 -0.005 -1.821 -0.106 0.000 -0.021 0.015 1 0.01 0.00 0.00
1L 5 -0.005 -0.114 -0.106 0.000 -0.021 0.048 1 0.00 0.00 0.00
1M 5 -0.005 -1.821 0.084 0.000 0.020 0.015 1 0.01 0.00 0.00
1N 5 -0.005 -0.114 0.084 0.000 0.020 0.048 1 0.00 0.00 0.00
1O 5 -0.005 -1.821 -0.106 0.000 -0.021 0.015 1 0.01 0.00 0.00
1P 5 -0.005 -0.114 -0.106 0.000 -0.021 0.048 1 0.00 0.00 0.00
2 5 -0.094 -9.918 0.142 0.000 0.007 0.333 1 0.04 0.00 0.03
7 5 0.034 2.751 -0.451 0.000 -0.024 -0.095 1 0.01 0.00 0.01
1A 11 -0.005 -2.892 0.202 0.000 0.061 -0.203 1 0.01 0.00 0.02
1B 11 -0.005 0.939 0.202 0.000 0.061 0.164 1 0.00 0.00 0.02
1C 11 -0.005 -2.892 -0.225 0.000 -0.061 -0.203 1 0.01 0.00 0.02
1D 11 -0.005 0.939 -0.225 0.000 -0.061 0.164 1 0.00 0.00 0.02
1E 11 -0.005 -2.892 0.202 0.000 0.061 -0.203 1 0.01 0.00 0.02
1F 11 -0.005 0.939 0.202 0.000 0.061 0.164 1 0.00 0.00 0.02
1G 11 -0.005 -2.892 -0.225 0.000 -0.061 -0.203 1 0.01 0.00 0.02
1H 11 -0.005 0.939 -0.225 0.000 -0.061 0.164 1 0.00 0.00 0.02
1I 11 -0.005 -1.830 0.084 0.000 0.022 -0.081 1 0.01 0.00 0.01
1J 11 -0.005 -0.123 0.084 0.000 0.022 0.042 1 0.00 0.00 0.00
1K 11 -0.005 -1.830 -0.106 0.000 -0.022 -0.081 1 0.01 0.00 0.01
1L 11 -0.005 -0.123 -0.106 0.000 -0.022 0.042 1 0.00 0.00 0.00
1M 11 -0.005 -1.830 0.084 0.000 0.022 -0.081 1 0.01 0.00 0.01
1N 11 -0.005 -0.123 0.084 0.000 0.022 0.042 1 0.00 0.00 0.00
1O 11 -0.005 -1.830 -0.106 0.000 -0.022 -0.081 1 0.01 0.00 0.01
1P 11 -0.005 -0.123 -0.106 0.000 -0.022 0.042 1 0.00 0.00 0.00
2 11 -0.094 -9.929 0.142 0.000 -0.000 -0.188 1 0.04 0.00 0.02
7 11 0.034 2.743 -0.451 0.000 -0.000 0.049 1 0.01 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.005 0.061 -0.203 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 92
1B -0.005 0.061 0.164 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1C -0.005 -0.061 -0.203 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1D -0.005 -0.061 0.164 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1E -0.005 0.061 -0.203 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1F -0.005 0.061 0.164 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1G -0.005 -0.061 -0.203 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1H -0.005 -0.061 0.164 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1I -0.005 0.022 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1J -0.005 0.022 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1K -0.005 -0.022 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1L -0.005 -0.022 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1M -0.005 0.022 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1N -0.005 0.022 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1O -0.005 -0.022 0.111 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1P -0.005 -0.022 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
2 -0.094 0.015 0.854 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.08 Snell. 'yx'= 4
ASTA NUM. 41 NI 62 NF 6 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 0.008 -2.863 0.205 0.000 0.042 0.098 1 0.01 0.00 0.01
1B 0 0.008 1.066 0.205 0.000 0.042 0.066 1 0.00 0.00 0.01
1C 0 0.008 -2.863 -0.232 0.000 -0.045 0.098 1 0.01 0.00 0.01
1D 0 0.008 1.066 -0.232 0.000 -0.045 0.066 1 0.00 0.00 0.01
1E 0 0.008 -2.863 0.205 0.000 0.042 0.098 1 0.01 0.00 0.01
1F 0 0.008 1.066 0.205 0.000 0.042 0.066 1 0.00 0.00 0.01
1G 0 0.008 -2.863 -0.232 0.000 -0.045 0.098 1 0.01 0.00 0.01
1H 0 0.008 1.066 -0.232 0.000 -0.045 0.066 1 0.00 0.00 0.01
1I 0 0.008 -1.732 0.080 0.000 0.018 0.108 1 0.01 0.00 0.01
1J 0 0.008 -0.066 0.080 0.000 0.018 0.056 1 0.00 0.00 0.01
1K 0 0.008 -1.732 -0.106 0.000 -0.021 0.108 1 0.01 0.00 0.01
1L 0 0.008 -0.066 -0.106 0.000 -0.021 0.056 1 0.00 0.00 0.01
1M 0 0.008 -1.732 0.080 0.000 0.018 0.108 1 0.01 0.00 0.01
1N 0 0.008 -0.066 0.080 0.000 0.018 0.056 1 0.00 0.00 0.01
1O 0 0.008 -1.732 -0.106 0.000 -0.021 0.108 1 0.01 0.00 0.01
1P 0 0.008 -0.066 -0.106 0.000 -0.021 0.056 1 0.00 0.00 0.01
2 0 0.004 -9.430 0.131 0.000 0.014 0.853 1 0.04 0.00 0.08
7 0 0.015 2.659 -0.448 0.000 -0.047 -0.240 1 0.01 0.00 0.02
1A 5 0.008 -2.872 0.205 0.000 0.054 -0.053 1 0.01 0.00 0.00
1B 5 0.008 1.057 0.205 0.000 0.054 0.122 1 0.00 0.00 0.01
1C 5 0.008 -2.872 -0.232 0.000 -0.055 -0.053 1 0.01 0.00 0.00
1D 5 0.008 1.057 -0.232 0.000 -0.055 0.122 1 0.00 0.00 0.01
1E 5 0.008 -2.872 0.205 0.000 0.054 -0.053 1 0.01 0.00 0.00
1F 5 0.008 1.057 0.205 0.000 0.054 0.122 1 0.00 0.00 0.01
1G 5 0.008 -2.872 -0.232 0.000 -0.055 -0.053 1 0.01 0.00 0.00
1H 5 0.008 1.057 -0.232 0.000 -0.055 0.122 1 0.00 0.00 0.01
1I 5 0.008 -1.741 0.080 0.000 0.021 0.017 1 0.01 0.00 0.00
1J 5 0.008 -0.074 0.080 0.000 0.021 0.052 1 0.00 0.00 0.00
1K 5 0.008 -1.741 -0.106 0.000 -0.022 0.017 1 0.01 0.00 0.00
1L 5 0.008 -0.074 -0.106 0.000 -0.022 0.052 1 0.00 0.00 0.00
1M 5 0.008 -1.741 0.080 0.000 0.021 0.017 1 0.01 0.00 0.00
1N 5 0.008 -0.074 0.080 0.000 0.021 0.052 1 0.00 0.00 0.00
1O 5 0.008 -1.741 -0.106 0.000 -0.022 0.017 1 0.01 0.00 0.00
1P 5 0.008 -0.074 -0.106 0.000 -0.022 0.052 1 0.00 0.00 0.00
2 5 0.004 -9.442 0.131 0.000 0.007 0.358 1 0.04 0.00 0.03
7 5 0.015 2.650 -0.448 0.000 -0.023 -0.100 1 0.01 0.00 0.01
1A 11 0.008 -2.881 0.205 0.000 0.065 -0.204 1 0.01 0.00 0.02
1B 11 0.008 1.048 0.205 0.000 0.065 0.178 1 0.00 0.00 0.02
1C 11 0.008 -2.881 -0.232 0.000 -0.065 -0.204 1 0.01 0.00 0.02
1D 11 0.008 1.048 -0.232 0.000 -0.065 0.178 1 0.00 0.00 0.02
1E 11 0.008 -2.881 0.205 0.000 0.065 -0.204 1 0.01 0.00 0.02
1F 11 0.008 1.048 0.205 0.000 0.065 0.178 1 0.00 0.00 0.02
1G 11 0.008 -2.881 -0.232 0.000 -0.065 -0.204 1 0.01 0.00 0.02
1H 11 0.008 1.048 -0.232 0.000 -0.065 0.178 1 0.00 0.00 0.02
1I 11 0.008 -1.749 0.080 0.000 0.023 -0.075 1 0.01 0.00 0.01
1J 11 0.008 -0.083 0.080 0.000 0.023 0.048 1 0.00 0.00 0.00
1K 11 0.008 -1.749 -0.106 0.000 -0.023 -0.075 1 0.01 0.00 0.01
1L 11 0.008 -0.083 -0.106 0.000 -0.023 0.048 1 0.00 0.00 0.00
1M 11 0.008 -1.749 0.080 0.000 0.023 -0.075 1 0.01 0.00 0.01
1N 11 0.008 -0.083 0.080 0.000 0.023 0.048 1 0.00 0.00 0.00
1O 11 0.008 -1.749 -0.106 0.000 -0.023 -0.075 1 0.01 0.00 0.01
1P 11 0.008 -0.083 -0.106 0.000 -0.023 0.048 1 0.00 0.00 0.00
2 11 0.004 -9.453 0.131 0.000 -0.000 -0.138 1 0.04 0.00 0.01
7 11 0.015 2.641 -0.448 0.000 0.000 0.039 1 0.01 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
ASTA NUM. 42 NI 63 NF 15 Lungh. 10.5 cm SEZ. 2 Ps HEA 100 capovolto
categoria: p.p. y qy tot.
qy medio: 0.16 0.16 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 93
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.005 -2.687 0.194 0.000 0.042 0.103 1 0.01 0.00 0.01
1B 0 -0.005 1.015 0.194 0.000 0.042 0.060 1 0.00 0.00 0.01
1C 0 -0.005 -2.687 -0.218 0.000 -0.044 0.103 1 0.01 0.00 0.01
1D 0 -0.005 1.015 -0.218 0.000 -0.044 0.060 1 0.00 0.00 0.01
1E 0 -0.005 -2.687 0.194 0.000 0.042 0.103 1 0.01 0.00 0.01
1F 0 -0.005 1.015 0.194 0.000 0.042 0.060 1 0.00 0.00 0.01
1G 0 -0.005 -2.687 -0.218 0.000 -0.044 0.103 1 0.01 0.00 0.01
1H 0 -0.005 1.015 -0.218 0.000 -0.044 0.060 1 0.00 0.00 0.01
1I 0 -0.005 -1.625 0.076 0.000 0.019 0.110 1 0.01 0.00 0.01
1J 0 -0.005 -0.048 0.076 0.000 0.019 0.053 1 0.00 0.00 0.00
1K 0 -0.005 -1.625 -0.099 0.000 -0.021 0.110 1 0.01 0.00 0.01
1L 0 -0.005 -0.048 -0.099 0.000 -0.021 0.053 1 0.00 0.00 0.00
1M 0 -0.005 -1.625 0.076 0.000 0.019 0.110 1 0.01 0.00 0.01
1N 0 -0.005 -0.048 0.076 0.000 0.019 0.053 1 0.00 0.00 0.00
1O 0 -0.005 -1.625 -0.099 0.000 -0.021 0.110 1 0.01 0.00 0.01
1P 0 -0.005 -0.048 -0.099 0.000 -0.021 0.053 1 0.00 0.00 0.00
2 0 -0.094 -8.951 0.142 0.000 0.015 0.853 1 0.04 0.00 0.08
7 0 0.034 2.558 -0.451 0.000 -0.047 -0.240 1 0.01 0.00 0.02
1A 5 -0.005 -2.696 0.194 0.000 0.052 -0.042 1 0.01 0.00 0.00
1B 5 -0.005 1.006 0.194 0.000 0.052 0.117 1 0.00 0.00 0.01
1C 5 -0.005 -2.696 -0.218 0.000 -0.053 -0.042 1 0.01 0.00 0.00
1D 5 -0.005 1.006 -0.218 0.000 -0.053 0.117 1 0.00 0.00 0.01
1E 5 -0.005 -2.696 0.194 0.000 0.052 -0.042 1 0.01 0.00 0.00
1F 5 -0.005 1.006 0.194 0.000 0.052 0.117 1 0.00 0.00 0.01
1G 5 -0.005 -2.696 -0.218 0.000 -0.053 -0.042 1 0.01 0.00 0.00
1H 5 -0.005 1.006 -0.218 0.000 -0.053 0.117 1 0.00 0.00 0.01
1I 5 -0.005 -1.633 0.076 0.000 0.021 0.024 1 0.01 0.00 0.00
1J 5 -0.005 -0.057 0.076 0.000 0.021 0.052 1 0.00 0.00 0.00
1K 5 -0.005 -1.633 -0.099 0.000 -0.022 0.024 1 0.01 0.00 0.00
1L 5 -0.005 -0.057 -0.099 0.000 -0.022 0.052 1 0.00 0.00 0.00
1M 5 -0.005 -1.633 0.076 0.000 0.021 0.024 1 0.01 0.00 0.00
1N 5 -0.005 -0.057 0.076 0.000 0.021 0.052 1 0.00 0.00 0.00
1O 5 -0.005 -1.633 -0.099 0.000 -0.022 0.024 1 0.01 0.00 0.00
1P 5 -0.005 -0.057 -0.099 0.000 -0.022 0.052 1 0.00 0.00 0.00
2 5 -0.094 -8.963 0.142 0.000 0.008 0.383 1 0.04 0.00 0.04
7 5 0.034 2.549 -0.451 0.000 -0.024 -0.106 1 0.01 0.00 0.01
1A 11 -0.005 -2.704 0.194 0.000 0.062 -0.188 1 0.01 0.00 0.02
1B 11 -0.005 0.997 0.194 0.000 0.062 0.174 1 0.00 0.00 0.02
1C 11 -0.005 -2.704 -0.218 0.000 -0.062 -0.188 1 0.01 0.00 0.02
1D 11 -0.005 0.997 -0.218 0.000 -0.062 0.174 1 0.00 0.00 0.02
1E 11 -0.005 -2.704 0.194 0.000 0.062 -0.188 1 0.01 0.00 0.02
1F 11 -0.005 0.997 0.194 0.000 0.062 0.174 1 0.00 0.00 0.02
1G 11 -0.005 -2.704 -0.218 0.000 -0.062 -0.188 1 0.01 0.00 0.02
1H 11 -0.005 0.997 -0.218 0.000 -0.062 0.174 1 0.00 0.00 0.02
1I 11 -0.005 -1.642 0.076 0.000 0.023 -0.063 1 0.01 0.00 0.01
1J 11 -0.005 -0.065 0.076 0.000 0.023 0.050 1 0.00 0.00 0.00
1K 11 -0.005 -1.642 -0.099 0.000 -0.023 -0.063 1 0.01 0.00 0.01
1L 11 -0.005 -0.065 -0.099 0.000 -0.023 0.050 1 0.00 0.00 0.00
1M 11 -0.005 -1.642 0.076 0.000 0.023 -0.063 1 0.01 0.00 0.01
1N 11 -0.005 -0.065 0.076 0.000 0.023 0.050 1 0.00 0.00 0.00
1O 11 -0.005 -1.642 -0.099 0.000 -0.023 -0.063 1 0.01 0.00 0.01
1P 11 -0.005 -0.065 -0.099 0.000 -0.023 0.050 1 0.00 0.00 0.00
2 11 -0.094 -8.974 0.142 0.000 0.000 -0.088 1 0.04 0.00 0.01
7 11 0.034 2.541 -0.451 0.000 0.000 0.028 1 0.01 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.005 0.062 -0.188 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1B -0.005 0.062 0.174 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1C -0.005 -0.062 -0.188 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1D -0.005 -0.062 0.174 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1E -0.005 0.062 -0.188 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1F -0.005 0.062 0.174 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1G -0.005 -0.062 -0.188 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1H -0.005 -0.062 0.174 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.02 Snell. 'yx'= 4
1I -0.005 0.023 0.110 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1J -0.005 0.023 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1K -0.005 -0.023 0.110 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1L -0.005 -0.023 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1M -0.005 0.023 0.110 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1N -0.005 0.023 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1O -0.005 -0.023 0.110 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
1P -0.005 -0.023 0.053 1 1.0000 1.0000 1.0000 -- -- 0.00 -- 0.01 Snell. 'yx'= 4
2 -0.094 0.015 0.853 1 1.0000 1.0000 0.9999 -- -- 0.00 -- 0.08 Snell. 'yx'= 4
ASTA NUM. 43 NI 518 NF 56 Lungh. 230.5 cm SEZ. 1 Ps HEA 100
categoria: p.p. y Neve Vento qy tot.
qy medio: 0.60 3.43 2.55 6.58 kN/m
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -0.241 0.082 0.000 0.000 0.000 1.220 1 0.00 0.00 0.06
1B 0 -0.241 0.118 0.000 0.000 0.000 1.138 1 0.00 0.00 0.05
1C 0 -0.241 0.082 0.000 0.000 0.000 1.220 1 0.00 0.00 0.06
1D 0 -0.241 0.118 0.000 0.000 0.000 1.138 1 0.00 0.00 0.05
1E 0 -0.241 0.082 0.000 0.000 0.000 1.220 1 0.00 0.00 0.06
1F 0 -0.241 0.118 0.000 0.000 0.000 1.138 1 0.00 0.00 0.05
1G 0 -0.241 0.082 0.000 0.000 0.000 1.220 1 0.00 0.00 0.06
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 94
1H 0 -0.241 0.118 0.000 0.000 0.000 1.138 1 0.00 0.00 0.05
1I 0 -0.241 0.039 0.000 0.000 0.000 1.316 1 0.00 0.00 0.06
1J 0 -0.241 0.161 0.000 0.000 0.000 1.042 1 0.00 0.00 0.05
1K 0 -0.241 0.039 0.000 0.000 0.000 1.316 1 0.00 0.00 0.06
1L 0 -0.241 0.161 0.000 0.000 0.000 1.042 1 0.00 0.00 0.05
1M 0 -0.241 0.039 0.000 0.000 0.000 1.316 1 0.00 0.00 0.06
1N 0 -0.241 0.161 0.000 0.000 0.000 1.042 1 0.00 0.00 0.05
1O 0 -0.241 0.039 0.000 0.000 0.000 1.316 1 0.00 0.00 0.06
1P 0 -0.241 0.161 0.000 0.000 0.000 1.042 1 0.00 0.00 0.05
2 0 1.226 1.886 0.000 0.000 0.000 15.170 1 0.02 0.00 0.70
7 0 -5.744 -0.785 0.000 0.000 0.000 -5.880 1 0.01 0.01 0.27
1A 115 -0.087 -0.608 0.000 0.000 0.000 0.916 1 0.01 0.00 0.04
1B 115 -0.087 -0.572 0.000 0.000 0.000 0.876 1 0.01 0.00 0.04
1C 115 -0.087 -0.608 0.000 0.000 0.000 0.916 1 0.01 0.00 0.04
1D 115 -0.087 -0.572 0.000 0.000 0.000 0.876 1 0.01 0.00 0.04
1E 115 -0.087 -0.608 0.000 0.000 0.000 0.916 1 0.01 0.00 0.04
1F 115 -0.087 -0.572 0.000 0.000 0.000 0.876 1 0.01 0.00 0.04
1G 115 -0.087 -0.608 0.000 0.000 0.000 0.916 1 0.01 0.00 0.04
1H 115 -0.087 -0.572 0.000 0.000 0.000 0.876 1 0.01 0.00 0.04
1I 115 -0.087 -0.651 0.000 0.000 0.000 0.963 1 0.01 0.00 0.04
1J 115 -0.087 -0.529 0.000 0.000 0.000 0.830 1 0.00 0.00 0.04
1K 115 -0.087 -0.651 0.000 0.000 0.000 0.963 1 0.01 0.00 0.04
1L 115 -0.087 -0.529 0.000 0.000 0.000 0.830 1 0.00 0.00 0.04
1M 115 -0.087 -0.651 0.000 0.000 0.000 0.963 1 0.01 0.00 0.04
1N 115 -0.087 -0.529 0.000 0.000 0.000 0.830 1 0.00 0.00 0.04
1O 115 -0.087 -0.651 0.000 0.000 0.000 0.963 1 0.01 0.00 0.04
1P 115 -0.087 -0.529 0.000 0.000 0.000 0.830 1 0.00 0.00 0.04
2 115 2.744 -7.587 0.000 0.000 0.000 11.885 1 0.07 0.00 0.55
7 115 -5.590 2.933 0.000 0.000 0.000 -4.642 1 0.03 0.01 0.21
1A 230 0.066 -1.298 0.000 0.000 -0.000 -0.182 1 0.01 0.00 0.01
1B 230 0.066 -1.262 0.000 0.000 -0.000 -0.180 1 0.01 0.00 0.01
1C 230 0.066 -1.298 0.000 0.000 -0.000 -0.182 1 0.01 0.00 0.01
1D 230 0.066 -1.262 0.000 0.000 -0.000 -0.180 1 0.01 0.00 0.01
1E 230 0.066 -1.298 0.000 0.000 -0.000 -0.182 1 0.01 0.00 0.01
1F 230 0.066 -1.262 0.000 0.000 -0.000 -0.180 1 0.01 0.00 0.01
1G 230 0.066 -1.298 0.000 0.000 -0.000 -0.182 1 0.01 0.00 0.01
1H 230 0.066 -1.262 0.000 0.000 -0.000 -0.180 1 0.01 0.00 0.01
1I 230 0.066 -1.341 0.000 0.000 -0.000 -0.185 1 0.01 0.00 0.01
1J 230 0.066 -1.219 0.000 0.000 -0.000 -0.178 1 0.01 0.00 0.01
1K 230 0.066 -1.341 0.000 0.000 -0.000 -0.185 1 0.01 0.00 0.01
1L 230 0.066 -1.219 0.000 0.000 -0.000 -0.178 1 0.01 0.00 0.01
1M 230 0.066 -1.341 0.000 0.000 -0.000 -0.185 1 0.01 0.00 0.01
1N 230 0.066 -1.219 0.000 0.000 -0.000 -0.178 1 0.01 0.00 0.01
1O 230 0.066 -1.341 0.000 0.000 -0.000 -0.185 1 0.01 0.00 0.01
1P 230 0.066 -1.219 0.000 0.000 -0.000 -0.178 1 0.01 0.00 0.01
2 230 4.261 -17.060 0.000 0.000 -0.000 -2.316 1 0.15 0.01 0.11
7 230 -5.437 6.651 0.000 0.000 0.000 0.880 1 0.06 0.01 0.04
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -0.241 0.000 1.220 1 0.5025 1.0031 1.0013 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1B -0.241 0.000 1.138 1 0.5025 1.0031 1.0014 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1C -0.241 0.000 1.220 1 0.5025 1.0031 1.0013 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1D -0.241 0.000 1.138 1 0.5025 1.0031 1.0014 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1E -0.241 0.000 1.220 1 0.5025 1.0031 1.0013 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1F -0.241 0.000 1.138 1 0.5025 1.0031 1.0014 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1G -0.241 0.000 1.220 1 0.5025 1.0031 1.0013 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1H -0.241 0.000 1.138 1 0.5025 1.0031 1.0014 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1I -0.241 0.000 1.316 1 0.5025 1.0031 1.0012 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1J -0.241 0.000 1.042 1 0.5025 1.0031 1.0016 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1K -0.241 0.000 1.316 1 0.5025 1.0031 1.0012 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1L -0.241 0.000 1.042 1 0.5025 1.0031 1.0016 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1M -0.241 0.000 1.316 1 0.5025 1.0031 1.0012 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1N -0.241 0.000 1.042 1 0.5025 1.0031 1.0016 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
1O -0.241 0.000 1.316 1 0.5025 1.0031 1.0012 -- -- 0.00 -- 0.06 Snell. 'zx'= 92
1P -0.241 0.000 1.042 1 0.5025 1.0031 1.0016 -- -- 0.00 -- 0.05 Snell. 'zx'= 92
7 -5.744 0.000 -5.880 1 0.5025 1.0734 1.0065 -- -- 0.02 -- 0.29 Snell. 'zx'= 92
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 95
AMV s.r.l.
Via San Lorenzo, 106 Tel. 0481/779903
34077 Ronchi dei Legionari (GO)
Lavoro: Pensilina Intestazione lavoro: Pensilina
Elemento: TRAVE Metodo di verifica: Eurocodice 3 - NTC 2008
Gruppo: 1 Descrizione: Colonne
Tabella: Tabella pilastri
Tipo acciaio: S 275 Beta piano 'yx': 1.000 Beta piano 'zx': 1.000
Coeff. k: 1.000 Coeff. kw: 1.000 Carico all'estradosso della trave
Tipologia sismica yx: Senza prescrizioni aggiuntive
Tipologia sismica zx: Senza prescrizioni aggiuntive
M0: 1.050 M1': 1.050 M1'': 1.050 M2: 1.250 rv: 0.000 M0 Pf: 1.000 M1 Pf: 1.000
Tipo collegamento: saldato Connessione su un solo lato Connessione sul lato corto (solo 'L')
ASTA NUM. 1 NI 51 NF 39 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -9.164 -0.441 0.091 0.000 0.169 0.487 1 0.00 0.02 0.05
1B 0 -9.164 0.442 0.091 0.000 0.169 -0.488 1 0.00 0.02 0.05
1C 0 -9.164 -0.441 -0.065 0.000 -0.221 0.487 1 0.00 0.02 0.05
1D 0 -9.164 0.442 -0.065 0.000 -0.221 -0.488 1 0.00 0.02 0.05
1E 0 5.872 -0.441 0.091 0.000 0.169 0.487 1 0.00 0.01 0.05
1F 0 5.872 0.442 0.091 0.000 0.169 -0.488 1 0.00 0.01 0.05
1G 0 5.872 -0.441 -0.065 0.000 -0.221 0.487 1 0.00 0.01 0.05
1H 0 5.872 0.442 -0.065 0.000 -0.221 -0.488 1 0.00 0.01 0.05
1I 0 -4.175 -0.132 0.258 0.000 0.593 0.146 1 0.00 0.01 0.03
1J 0 -4.175 0.133 0.258 0.000 0.593 -0.147 1 0.00 0.01 0.03
1K 0 -4.175 -0.132 -0.232 0.000 -0.645 0.146 1 0.00 0.01 0.03
1L 0 -4.175 0.133 -0.232 0.000 -0.645 -0.147 1 0.00 0.01 0.03
1M 0 0.882 -0.132 0.258 0.000 0.593 0.146 1 0.00 0.00 0.03
1N 0 0.882 0.133 0.258 0.000 0.593 -0.147 1 0.00 0.00 0.03
1O 0 0.882 -0.132 -0.232 0.000 -0.645 0.146 1 0.00 0.00 0.03
1P 0 0.882 0.133 -0.232 0.000 -0.645 -0.147 1 0.00 0.00 0.03
2 0 -10.400 0.007 -0.131 0.000 -1.033 -0.005 1 0.00 0.02 0.05
7 0 1.910 -0.002 0.448 0.000 1.450 0.001 1 0.00 0.00 0.07
1A 100 -9.001 -0.441 0.091 0.000 0.078 0.046 1 0.00 0.02 0.00
1B 100 -9.001 0.442 0.091 0.000 0.078 -0.045 1 0.00 0.02 0.00
1C 100 -9.001 -0.441 -0.065 0.000 -0.157 0.046 1 0.00 0.02 0.01
1D 100 -9.001 0.442 -0.065 0.000 -0.157 -0.045 1 0.00 0.02 0.01
1E 100 6.035 -0.441 0.091 0.000 0.078 0.046 1 0.00 0.01 0.00
1F 100 6.035 0.442 0.091 0.000 0.078 -0.045 1 0.00 0.01 0.00
1G 100 6.035 -0.441 -0.065 0.000 -0.157 0.046 1 0.00 0.01 0.01
1H 100 6.035 0.442 -0.065 0.000 -0.157 -0.045 1 0.00 0.01 0.01
1I 100 -4.012 -0.132 0.258 0.000 0.335 0.014 1 0.00 0.01 0.02
1J 100 -4.012 0.133 0.258 0.000 0.335 -0.013 1 0.00 0.01 0.02
1K 100 -4.012 -0.132 -0.232 0.000 -0.414 0.014 1 0.00 0.01 0.02
1L 100 -4.012 0.133 -0.232 0.000 -0.414 -0.013 1 0.00 0.01 0.02
1M 100 1.046 -0.132 0.258 0.000 0.335 0.014 1 0.00 0.00 0.02
1N 100 1.046 0.133 0.258 0.000 0.335 -0.013 1 0.00 0.00 0.02
1O 100 1.046 -0.132 -0.232 0.000 -0.414 0.014 1 0.00 0.00 0.02
1P 100 1.046 0.133 -0.232 0.000 -0.414 -0.013 1 0.00 0.00 0.02
2 100 -10.188 0.007 -0.131 0.000 -0.902 0.002 1 0.00 0.02 0.04
7 100 2.073 -0.002 0.448 0.000 1.003 -0.001 1 0.00 0.00 0.05
1A 200 -8.838 -0.441 0.091 0.000 -0.013 -0.395 1 0.00 0.02 0.04
1B 200 -8.838 0.442 0.091 0.000 -0.013 0.397 1 0.00 0.02 0.04
1C 200 -8.838 -0.441 -0.065 0.000 -0.092 -0.395 1 0.00 0.02 0.04
1D 200 -8.838 0.442 -0.065 0.000 -0.092 0.397 1 0.00 0.02 0.04
1E 200 6.198 -0.441 0.091 0.000 -0.013 -0.395 1 0.00 0.01 0.04
1F 200 6.198 0.442 0.091 0.000 -0.013 0.397 1 0.00 0.01 0.04
1G 200 6.198 -0.441 -0.065 0.000 -0.092 -0.395 1 0.00 0.01 0.04
1H 200 6.198 0.442 -0.065 0.000 -0.092 0.397 1 0.00 0.01 0.04
1I 200 -3.849 -0.132 0.258 0.000 0.077 -0.118 1 0.00 0.01 0.01
1J 200 -3.849 0.133 0.258 0.000 0.077 0.120 1 0.00 0.01 0.01
1K 200 -3.849 -0.132 -0.232 0.000 -0.182 -0.118 1 0.00 0.01 0.01
1L 200 -3.849 0.133 -0.232 0.000 -0.182 0.120 1 0.00 0.01 0.01
1M 200 1.208 -0.132 0.258 0.000 0.077 -0.118 1 0.00 0.00 0.01
1N 200 1.208 0.133 0.258 0.000 0.077 0.120 1 0.00 0.00 0.01
1O 200 1.208 -0.132 -0.232 0.000 -0.182 -0.118 1 0.00 0.00 0.01
1P 200 1.208 0.133 -0.232 0.000 -0.182 0.120 1 0.00 0.00 0.01
2 200 -9.976 0.007 -0.131 0.000 -0.771 0.009 1 0.00 0.02 0.04
7 200 2.236 -0.002 0.448 0.000 0.555 -0.003 1 0.00 0.00 0.03
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -9.164 0.169 0.487 1 0.5845 1.0005 0.9758 0.9952 0.9443 0.03 0.08 0.08 Snell. 'yx'= 80
1B -9.164 0.169 -0.488 1 0.5845 1.0005 0.9758 0.9952 0.9443 0.03 0.08 0.08 Snell. 'yx'= 80
1C -9.164 -0.221 0.487 1 0.5845 1.0079 0.9758 0.9952 0.9194 0.03 0.08 0.08 Snell. 'yx'= 80
1D -9.164 -0.221 -0.488 1 0.5845 1.0079 0.9758 0.9952 0.9194 0.03 0.08 0.08 Snell. 'yx'= 80
1E 6.198 0.169 0.487 1 0.5845 0.0000 0.0000 0.0000 0.9443 -- 0.00 -- Snell. 'yx'= 80
1F 6.198 0.169 -0.488 1 0.5845 0.0000 0.0000 0.0000 0.9443 -- 0.00 -- Snell. 'yx'= 80
1G 6.198 -0.221 0.487 1 0.5845 0.0000 0.0000 0.0000 0.9194 -- 0.00 -- Snell. 'yx'= 80
1H 6.198 -0.221 -0.488 1 0.5845 0.0000 0.0000 0.0000 0.9194 -- 0.00 -- Snell. 'yx'= 80
1I -4.175 0.593 0.146 1 0.5845 1.0017 0.9890 0.9978 0.9343 0.01 0.06 0.05 Snell. 'yx'= 80
1J -4.175 0.593 -0.147 1 0.5845 1.0017 0.9890 0.9978 0.9343 0.01 0.06 0.05 Snell. 'yx'= 80
1K -4.175 -0.645 0.146 1 0.5845 1.0027 0.9890 0.9978 0.9262 0.01 0.06 0.06 Snell. 'yx'= 80
1L -4.175 -0.645 -0.147 1 0.5845 1.0027 0.9890 0.9978 0.9262 0.01 0.06 0.06 Snell. 'yx'= 80
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 96
1M 1.208 0.593 0.146 1 0.5845 0.0000 0.0000 0.0000 0.9343 -- 0.03 -- Snell. 'yx'= 80
1N 1.208 0.593 -0.147 1 0.5845 0.0000 0.0000 0.0000 0.9343 -- 0.03 -- Snell. 'yx'= 80
1O 1.208 -0.645 0.146 1 0.5845 0.0000 0.0000 0.0000 0.9262 -- 0.03 -- Snell. 'yx'= 80
1P 1.208 -0.645 -0.147 1 0.5845 0.0000 0.0000 0.0000 0.9262 -- 0.03 -- Snell. 'yx'= 80
2 -10.400 -1.033 0.009 1 0.5845 1.0145 0.9760 0.9955 0.9005 0.03 0.09 0.08 Snell. 'yx'= 80
7 2.236 1.450 -0.003 1 0.5845 0.0000 0.0000 0.0000 0.9211 -- 0.07 -- Snell. 'yx'= 80
ASTA NUM. 2 NI 33 NF 4 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -5.397 -0.336 0.164 0.000 0.165 0.175 1 0.00 0.01 0.02
1B 0 -5.397 0.330 0.164 0.000 0.165 -0.173 1 0.00 0.01 0.02
1C 0 -5.397 -0.336 -0.190 0.000 -0.128 0.175 1 0.00 0.01 0.02
1D 0 -5.397 0.330 -0.190 0.000 -0.128 -0.173 1 0.00 0.01 0.02
1E 0 1.997 -0.336 0.164 0.000 0.165 0.175 1 0.00 0.00 0.02
1F 0 1.997 0.330 0.164 0.000 0.165 -0.173 1 0.00 0.00 0.02
1G 0 1.997 -0.336 -0.190 0.000 -0.128 0.175 1 0.00 0.00 0.02
1H 0 1.997 0.330 -0.190 0.000 -0.128 -0.173 1 0.00 0.00 0.02
1I 0 -3.108 -0.103 0.561 0.000 0.500 0.053 1 0.00 0.01 0.02
1J 0 -3.108 0.097 0.561 0.000 0.500 -0.051 1 0.00 0.01 0.02
1K 0 -3.108 -0.103 -0.588 0.000 -0.464 0.053 1 0.01 0.01 0.02
1L 0 -3.108 0.097 -0.588 0.000 -0.464 -0.051 1 0.01 0.01 0.02
1M 0 -0.292 -0.103 0.561 0.000 0.500 0.053 1 0.00 0.00 0.02
1N 0 -0.292 0.097 0.561 0.000 0.500 -0.051 1 0.00 0.00 0.02
1O 0 -0.292 -0.103 -0.588 0.000 -0.464 0.053 1 0.01 0.00 0.02
1P 0 -0.292 0.097 -0.588 0.000 -0.464 -0.051 1 0.01 0.00 0.02
2 0 -11.260 -0.004 -1.017 0.000 0.786 0.001 1 0.01 0.02 0.04
7 0 3.348 -0.004 1.465 0.000 -1.077 0.001 1 0.01 0.01 0.05
1A 50 -5.316 -0.336 0.164 0.000 0.260 0.007 1 0.00 0.01 0.01
1B 50 -5.316 0.330 0.164 0.000 0.260 -0.008 1 0.00 0.01 0.01
1C 50 -5.316 -0.336 -0.190 0.000 -0.210 0.007 1 0.00 0.01 0.01
1D 50 -5.316 0.330 -0.190 0.000 -0.210 -0.008 1 0.00 0.01 0.01
1E 50 2.079 -0.336 0.164 0.000 0.260 0.007 1 0.00 0.00 0.01
1F 50 2.079 0.330 0.164 0.000 0.260 -0.008 1 0.00 0.00 0.01
1G 50 2.079 -0.336 -0.190 0.000 -0.210 0.007 1 0.00 0.00 0.01
1H 50 2.079 0.330 -0.190 0.000 -0.210 -0.008 1 0.00 0.00 0.01
1I 50 -3.026 -0.103 0.561 0.000 0.794 0.002 1 0.00 0.01 0.04
1J 50 -3.026 0.097 0.561 0.000 0.794 -0.003 1 0.00 0.01 0.04
1K 50 -3.026 -0.103 -0.588 0.000 -0.744 0.002 1 0.01 0.01 0.03
1L 50 -3.026 0.097 -0.588 0.000 -0.744 -0.003 1 0.01 0.01 0.03
1M 50 -0.211 -0.103 0.561 0.000 0.794 0.002 1 0.00 0.00 0.04
1N 50 -0.211 0.097 0.561 0.000 0.794 -0.003 1 0.00 0.00 0.04
1O 50 -0.211 -0.103 -0.588 0.000 -0.744 0.002 1 0.01 0.00 0.03
1P 50 -0.211 0.097 -0.588 0.000 -0.744 -0.003 1 0.01 0.00 0.03
2 50 -11.155 -0.004 -1.017 0.000 1.294 -0.001 1 0.01 0.02 0.06
7 50 3.430 -0.004 1.465 0.000 -1.810 -0.001 1 0.01 0.01 0.08
1A 100 -5.234 -0.336 0.164 0.000 0.355 -0.161 1 0.00 0.01 0.02
1B 100 -5.234 0.330 0.164 0.000 0.355 0.156 1 0.00 0.01 0.02
1C 100 -5.234 -0.336 -0.190 0.000 -0.292 -0.161 1 0.00 0.01 0.02
1D 100 -5.234 0.330 -0.190 0.000 -0.292 0.156 1 0.00 0.01 0.01
1E 100 2.160 -0.336 0.164 0.000 0.355 -0.161 1 0.00 0.00 0.02
1F 100 2.160 0.330 0.164 0.000 0.355 0.156 1 0.00 0.00 0.02
1G 100 2.160 -0.336 -0.190 0.000 -0.292 -0.161 1 0.00 0.00 0.02
1H 100 2.160 0.330 -0.190 0.000 -0.292 0.156 1 0.00 0.00 0.01
1I 100 -2.945 -0.103 0.561 0.000 1.088 -0.050 1 0.00 0.01 0.05
1J 100 -2.945 0.097 0.561 0.000 1.088 0.046 1 0.00 0.01 0.05
1K 100 -2.945 -0.103 -0.588 0.000 -1.025 -0.050 1 0.01 0.01 0.05
1L 100 -2.945 0.097 -0.588 0.000 -1.025 0.046 1 0.01 0.01 0.05
1M 100 -0.129 -0.103 0.561 0.000 1.088 -0.050 1 0.00 0.00 0.05
1N 100 -0.129 0.097 0.561 0.000 1.088 0.046 1 0.00 0.00 0.05
1O 100 -0.129 -0.103 -0.588 0.000 -1.025 -0.050 1 0.01 0.00 0.05
1P 100 -0.129 0.097 -0.588 0.000 -1.025 0.046 1 0.01 0.00 0.05
2 100 -11.050 -0.004 -1.017 0.000 1.802 -0.003 1 0.01 0.02 0.08
7 100 3.511 -0.004 1.465 0.000 -2.542 -0.003 1 0.01 0.01 0.12
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -5.397 0.355 0.175 1 0.8637 1.0016 0.9904 0.9998 0.9719 0.01 0.02 0.04 Snell. 'yx'= 40
1B -5.397 0.355 -0.173 1 0.8637 1.0016 0.9904 0.9998 0.9719 0.01 0.02 0.04 Snell. 'yx'= 40
1C -5.397 -0.292 0.175 1 0.8637 1.0015 0.9904 0.9998 0.9725 0.01 0.01 0.04 Snell. 'yx'= 40
1D -5.397 -0.292 -0.173 1 0.8637 1.0015 0.9904 0.9998 0.9725 0.01 0.01 0.04 Snell. 'yx'= 40
1E 2.160 0.355 0.175 1 0.8637 0.0000 0.0000 0.0000 0.9719 -- 0.01 -- Snell. 'yx'= 40
1F 2.160 0.355 -0.173 1 0.8637 0.0000 0.0000 0.0000 0.9719 -- 0.01 -- Snell. 'yx'= 40
1G 2.160 -0.292 0.175 1 0.8637 0.0000 0.0000 0.0000 0.9725 -- 0.01 -- Snell. 'yx'= 40
1H 2.160 -0.292 -0.173 1 0.8637 0.0000 0.0000 0.0000 0.9725 -- 0.01 -- Snell. 'yx'= 40
1I -3.108 1.088 0.053 1 0.8637 1.0009 0.9944 0.9999 0.9720 0.01 0.05 0.06 Snell. 'yx'= 40
1J -3.108 1.088 -0.051 1 0.8637 1.0009 0.9944 0.9999 0.9720 0.01 0.05 0.06 Snell. 'yx'= 40
1K -3.108 -1.025 0.053 1 0.8637 1.0009 0.9944 0.9999 0.9722 0.01 0.05 0.06 Snell. 'yx'= 40
1L -3.108 -1.025 -0.051 1 0.8637 1.0009 0.9944 0.9999 0.9722 0.01 0.05 0.06 Snell. 'yx'= 40
1M -0.292 1.088 0.053 1 0.8637 1.0001 0.9995 1.0000 0.9720 0.00 0.05 0.06 Snell. 'yx'= 40
1N -0.292 1.088 -0.051 1 0.8637 1.0001 0.9995 1.0000 0.9720 0.00 0.05 0.06 Snell. 'yx'= 40
1O -0.292 -1.025 0.053 1 0.8637 1.0001 0.9995 1.0000 0.9722 0.00 0.05 0.05 Snell. 'yx'= 40
1P -0.292 -1.025 -0.051 1 0.8637 1.0001 0.9995 1.0000 0.9722 0.00 0.05 0.05 Snell. 'yx'= 40
2 -11.260 1.802 -0.003 1 0.8637 1.0030 0.9847 1.0000 0.9726 0.02 0.09 0.11 Snell. 'yx'= 40
7 3.511 -2.542 -0.003 1 0.8637 0.0000 0.0000 0.0000 0.9730 -- 0.12 -- Snell. 'yx'= 40
ASTA NUM. 3 NI 4 NF 5 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 97
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -2.208 -0.237 0.209 0.000 0.301 0.114 1 0.00 0.00 0.01
1B 0 -2.208 0.203 0.209 0.000 0.301 -0.100 1 0.00 0.00 0.01
1C 0 -2.208 -0.237 -0.422 0.000 -0.333 0.114 1 0.00 0.00 0.02
1D 0 -2.208 0.203 -0.422 0.000 -0.333 -0.100 1 0.00 0.00 0.02
1E 0 0.128 -0.237 0.209 0.000 0.301 0.114 1 0.00 0.00 0.01
1F 0 0.128 0.203 0.209 0.000 0.301 -0.100 1 0.00 0.00 0.01
1G 0 0.128 -0.237 -0.422 0.000 -0.333 0.114 1 0.00 0.00 0.02
1H 0 0.128 0.203 -0.422 0.000 -0.333 -0.100 1 0.00 0.00 0.02
1I 0 -1.669 -0.084 0.925 0.000 1.017 0.039 1 0.01 0.00 0.05
1J 0 -1.669 0.050 0.925 0.000 1.017 -0.026 1 0.01 0.00 0.05
1K 0 -1.669 -0.084 -1.139 0.000 -1.049 0.039 1 0.01 0.00 0.05
1L 0 -1.669 0.050 -1.139 0.000 -1.049 -0.026 1 0.01 0.00 0.05
1M 0 -0.411 -0.084 0.925 0.000 1.017 0.039 1 0.01 0.00 0.05
1N 0 -0.411 0.050 0.925 0.000 1.017 -0.026 1 0.01 0.00 0.05
1O 0 -0.411 -0.084 -1.139 0.000 -1.049 0.039 1 0.01 0.00 0.05
1P 0 -0.411 0.050 -1.139 0.000 -1.049 -0.026 1 0.01 0.00 0.05
2 0 -9.316 -0.202 0.229 0.000 1.387 0.067 1 0.00 0.02 0.06
7 0 3.427 0.083 -1.932 0.000 -2.372 -0.026 1 0.02 0.01 0.11
1A 50 -2.126 -0.237 0.209 0.000 0.196 -0.005 1 0.00 0.00 0.01
1B 50 -2.126 0.203 0.209 0.000 0.196 0.001 1 0.00 0.00 0.01
1C 50 -2.126 -0.237 -0.422 0.000 -0.122 -0.005 1 0.00 0.00 0.01
1D 50 -2.126 0.203 -0.422 0.000 -0.122 0.001 1 0.00 0.00 0.01
1E 50 0.210 -0.237 0.209 0.000 0.196 -0.005 1 0.00 0.00 0.01
1F 50 0.210 0.203 0.209 0.000 0.196 0.001 1 0.00 0.00 0.01
1G 50 0.210 -0.237 -0.422 0.000 -0.122 -0.005 1 0.00 0.00 0.01
1H 50 0.210 0.203 -0.422 0.000 -0.122 0.001 1 0.00 0.00 0.01
1I 50 -1.587 -0.084 0.925 0.000 0.555 -0.003 1 0.01 0.00 0.03
1J 50 -1.587 0.050 0.925 0.000 0.555 -0.001 1 0.01 0.00 0.03
1K 50 -1.587 -0.084 -1.139 0.000 -0.480 -0.003 1 0.01 0.00 0.02
1L 50 -1.587 0.050 -1.139 0.000 -0.480 -0.001 1 0.01 0.00 0.02
1M 50 -0.329 -0.084 0.925 0.000 0.555 -0.003 1 0.01 0.00 0.03
1N 50 -0.329 0.050 0.925 0.000 0.555 -0.001 1 0.01 0.00 0.03
1O 50 -0.329 -0.084 -1.139 0.000 -0.480 -0.003 1 0.01 0.00 0.02
1P 50 -0.329 0.050 -1.139 0.000 -0.480 -0.001 1 0.01 0.00 0.02
2 50 -9.210 -0.202 0.229 0.000 1.273 -0.034 1 0.00 0.02 0.06
7 50 3.509 0.083 -1.932 0.000 -1.406 0.016 1 0.02 0.01 0.06
1A 100 -2.045 -0.237 0.209 0.000 0.092 -0.124 1 0.00 0.00 0.01
1B 100 -2.045 0.203 0.209 0.000 0.092 0.103 1 0.00 0.00 0.01
1C 100 -2.045 -0.237 -0.422 0.000 0.089 -0.124 1 0.00 0.00 0.01
1D 100 -2.045 0.203 -0.422 0.000 0.089 0.103 1 0.00 0.00 0.01
1E 100 0.291 -0.237 0.209 0.000 0.092 -0.124 1 0.00 0.00 0.01
1F 100 0.291 0.203 0.209 0.000 0.092 0.103 1 0.00 0.00 0.01
1G 100 0.291 -0.237 -0.422 0.000 0.089 -0.124 1 0.00 0.00 0.01
1H 100 0.291 0.203 -0.422 0.000 0.089 0.103 1 0.00 0.00 0.01
1I 100 -1.506 -0.084 0.925 0.000 0.093 -0.045 1 0.01 0.00 0.00
1J 100 -1.506 0.050 0.925 0.000 0.093 0.024 1 0.01 0.00 0.00
1K 100 -1.506 -0.084 -1.139 0.000 0.089 -0.045 1 0.01 0.00 0.00
1L 100 -1.506 0.050 -1.139 0.000 0.089 0.024 1 0.01 0.00 0.00
1M 100 -0.248 -0.084 0.925 0.000 0.093 -0.045 1 0.01 0.00 0.00
1N 100 -0.248 0.050 0.925 0.000 0.093 0.024 1 0.01 0.00 0.00
1O 100 -0.248 -0.084 -1.139 0.000 0.089 -0.045 1 0.01 0.00 0.00
1P 100 -0.248 0.050 -1.139 0.000 0.089 0.024 1 0.01 0.00 0.00
2 100 -9.104 -0.202 0.229 0.000 1.158 -0.135 1 0.00 0.02 0.05
7 100 3.590 0.083 -1.932 0.000 -0.440 0.057 1 0.02 0.01 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -2.208 0.301 -0.124 1 0.8637 1.0004 0.9961 0.9999 0.9759 0.00 0.01 0.03 Snell. 'yx'= 40
1B -2.208 0.301 0.103 1 0.8637 1.0004 0.9961 0.9999 0.9759 0.00 0.01 0.03 Snell. 'yx'= 40
1C -2.208 -0.333 -0.124 1 0.8637 0.9995 0.9961 0.9999 0.9894 0.00 0.02 0.03 Snell. 'yx'= 40
1D -2.208 -0.333 0.103 1 0.8637 0.9995 0.9961 0.9999 0.9894 0.00 0.02 0.03 Snell. 'yx'= 40
1E 0.291 0.301 -0.124 1 0.8637 0.0000 0.0000 0.0000 0.9759 -- 0.01 -- Snell. 'yx'= 40
1F 0.291 0.301 0.103 1 0.8637 0.0000 0.0000 0.0000 0.9759 -- 0.01 -- Snell. 'yx'= 40
1G 0.291 -0.333 -0.124 1 0.8637 0.0000 0.0000 0.0000 0.9894 -- 0.02 -- Snell. 'yx'= 40
1H 0.291 -0.333 0.103 1 0.8637 0.0000 0.0000 0.0000 0.9894 -- 0.02 -- Snell. 'yx'= 40
1I -1.669 1.017 -0.045 1 0.8637 1.0000 0.9970 0.9999 0.9812 0.00 0.05 0.05 Snell. 'yx'= 40
1J -1.669 1.017 -0.026 1 0.8637 1.0000 0.9970 0.9999 0.9812 0.00 0.05 0.05 Snell. 'yx'= 40
1K -1.669 -1.049 -0.045 1 0.8637 0.9998 0.9970 0.9999 0.9854 0.00 0.05 0.06 Snell. 'yx'= 40
1L -1.669 -1.049 -0.026 1 0.8637 0.9998 0.9970 0.9999 0.9854 0.00 0.05 0.05 Snell. 'yx'= 40
1M -0.411 1.017 -0.045 1 0.8637 1.0000 0.9993 1.0000 0.9812 0.00 0.05 0.05 Snell. 'yx'= 40
1N -0.411 1.017 -0.026 1 0.8637 1.0000 0.9993 1.0000 0.9812 0.00 0.05 0.05 Snell. 'yx'= 40
1O -0.411 -1.049 -0.045 1 0.8637 1.0000 0.9993 1.0000 0.9854 0.00 0.05 0.05 Snell. 'yx'= 40
1P -0.411 -1.049 -0.026 1 0.8637 1.0000 0.9993 1.0000 0.9854 0.00 0.05 0.05 Snell. 'yx'= 40
2 -9.316 1.387 -0.135 1 0.8637 1.0052 0.9878 1.0000 0.9628 0.02 0.07 0.10 Snell. 'yx'= 40
7 3.590 -2.372 0.057 1 0.8637 0.0000 0.0000 0.0000 0.9789 -- 0.11 -- Snell. 'yx'= 40
ASTA NUM. 4 NI 7 NF 8 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -2.208 -0.203 0.209 0.000 0.301 0.100 1 0.00 0.00 0.01
1B 0 -2.208 0.237 0.209 0.000 0.301 -0.114 1 0.00 0.00 0.01
1C 0 -2.208 -0.203 -0.422 0.000 -0.333 0.100 1 0.00 0.00 0.02
1D 0 -2.208 0.237 -0.422 0.000 -0.333 -0.114 1 0.00 0.00 0.02
1E 0 0.128 -0.203 0.209 0.000 0.301 0.100 1 0.00 0.00 0.01
1F 0 0.128 0.237 0.209 0.000 0.301 -0.114 1 0.00 0.00 0.01
1G 0 0.128 -0.203 -0.422 0.000 -0.333 0.100 1 0.00 0.00 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 98
1H 0 0.128 0.237 -0.422 0.000 -0.333 -0.114 1 0.00 0.00 0.02
1I 0 -1.669 -0.050 0.925 0.000 1.017 0.026 1 0.01 0.00 0.05
1J 0 -1.669 0.085 0.925 0.000 1.017 -0.039 1 0.01 0.00 0.05
1K 0 -1.669 -0.050 -1.139 0.000 -1.049 0.026 1 0.01 0.00 0.05
1L 0 -1.669 0.085 -1.139 0.000 -1.049 -0.039 1 0.01 0.00 0.05
1M 0 -0.411 -0.050 0.925 0.000 1.017 0.026 1 0.01 0.00 0.05
1N 0 -0.411 0.085 0.925 0.000 1.017 -0.039 1 0.01 0.00 0.05
1O 0 -0.411 -0.050 -1.139 0.000 -1.049 0.026 1 0.01 0.00 0.05
1P 0 -0.411 0.085 -1.139 0.000 -1.049 -0.039 1 0.01 0.00 0.05
2 0 -9.321 0.203 0.229 0.000 1.387 -0.068 1 0.00 0.02 0.06
7 0 3.429 -0.084 -1.932 0.000 -2.372 0.026 1 0.02 0.01 0.11
1A 50 -2.126 -0.203 0.209 0.000 0.196 -0.001 1 0.00 0.00 0.01
1B 50 -2.126 0.237 0.209 0.000 0.196 0.005 1 0.00 0.00 0.01
1C 50 -2.126 -0.203 -0.422 0.000 -0.122 -0.001 1 0.00 0.00 0.01
1D 50 -2.126 0.237 -0.422 0.000 -0.122 0.005 1 0.00 0.00 0.01
1E 50 0.210 -0.203 0.209 0.000 0.196 -0.001 1 0.00 0.00 0.01
1F 50 0.210 0.237 0.209 0.000 0.196 0.005 1 0.00 0.00 0.01
1G 50 0.210 -0.203 -0.422 0.000 -0.122 -0.001 1 0.00 0.00 0.01
1H 50 0.210 0.237 -0.422 0.000 -0.122 0.005 1 0.00 0.00 0.01
1I 50 -1.588 -0.050 0.925 0.000 0.555 0.001 1 0.01 0.00 0.03
1J 50 -1.588 0.085 0.925 0.000 0.555 0.003 1 0.01 0.00 0.03
1K 50 -1.588 -0.050 -1.139 0.000 -0.480 0.001 1 0.01 0.00 0.02
1L 50 -1.588 0.085 -1.139 0.000 -0.480 0.003 1 0.01 0.00 0.02
1M 50 -0.329 -0.050 0.925 0.000 0.555 0.001 1 0.01 0.00 0.03
1N 50 -0.329 0.085 0.925 0.000 0.555 0.003 1 0.01 0.00 0.03
1O 50 -0.329 -0.050 -1.139 0.000 -0.480 0.001 1 0.01 0.00 0.02
1P 50 -0.329 0.085 -1.139 0.000 -0.480 0.003 1 0.01 0.00 0.02
2 50 -9.215 0.203 0.229 0.000 1.273 0.034 1 0.00 0.02 0.06
7 50 3.511 -0.084 -1.932 0.000 -1.406 -0.016 1 0.02 0.01 0.06
1A 100 -2.045 -0.203 0.209 0.000 0.092 -0.103 1 0.00 0.00 0.01
1B 100 -2.045 0.237 0.209 0.000 0.092 0.124 1 0.00 0.00 0.01
1C 100 -2.045 -0.203 -0.422 0.000 0.089 -0.103 1 0.00 0.00 0.01
1D 100 -2.045 0.237 -0.422 0.000 0.089 0.124 1 0.00 0.00 0.01
1E 100 0.291 -0.203 0.209 0.000 0.092 -0.103 1 0.00 0.00 0.01
1F 100 0.291 0.237 0.209 0.000 0.092 0.124 1 0.00 0.00 0.01
1G 100 0.291 -0.203 -0.422 0.000 0.089 -0.103 1 0.00 0.00 0.01
1H 100 0.291 0.237 -0.422 0.000 0.089 0.124 1 0.00 0.00 0.01
1I 100 -1.506 -0.050 0.925 0.000 0.093 -0.024 1 0.01 0.00 0.00
1J 100 -1.506 0.085 0.925 0.000 0.093 0.045 1 0.01 0.00 0.00
1K 100 -1.506 -0.050 -1.139 0.000 0.089 -0.024 1 0.01 0.00 0.00
1L 100 -1.506 0.085 -1.139 0.000 0.089 0.045 1 0.01 0.00 0.00
1M 100 -0.247 -0.050 0.925 0.000 0.093 -0.024 1 0.01 0.00 0.00
1N 100 -0.247 0.085 0.925 0.000 0.093 0.045 1 0.01 0.00 0.00
1O 100 -0.247 -0.050 -1.139 0.000 0.089 -0.024 1 0.01 0.00 0.00
1P 100 -0.247 0.085 -1.139 0.000 0.089 0.045 1 0.01 0.00 0.00
2 100 -9.109 0.203 0.229 0.000 1.158 0.135 1 0.00 0.02 0.05
7 100 3.593 -0.084 -1.932 0.000 -0.440 -0.058 1 0.02 0.01 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -2.208 0.301 -0.103 1 0.8637 1.0004 0.9961 0.9999 0.9759 0.00 0.01 0.03 Snell. 'yx'= 40
1B -2.208 0.301 0.124 1 0.8637 1.0004 0.9961 0.9999 0.9759 0.00 0.01 0.03 Snell. 'yx'= 40
1C -2.208 -0.333 -0.103 1 0.8637 0.9995 0.9961 0.9999 0.9894 0.00 0.02 0.03 Snell. 'yx'= 40
1D -2.208 -0.333 0.124 1 0.8637 0.9995 0.9961 0.9999 0.9894 0.00 0.02 0.03 Snell. 'yx'= 40
1E 0.291 0.301 -0.103 1 0.8637 0.0000 0.0000 0.0000 0.9759 -- 0.01 -- Snell. 'yx'= 40
1F 0.291 0.301 0.124 1 0.8637 0.0000 0.0000 0.0000 0.9759 -- 0.01 -- Snell. 'yx'= 40
1G 0.291 -0.333 -0.103 1 0.8637 0.0000 0.0000 0.0000 0.9894 -- 0.02 -- Snell. 'yx'= 40
1H 0.291 -0.333 0.124 1 0.8637 0.0000 0.0000 0.0000 0.9894 -- 0.02 -- Snell. 'yx'= 40
1I -1.669 1.017 0.026 1 0.8637 1.0000 0.9970 0.9999 0.9812 0.00 0.05 0.05 Snell. 'yx'= 40
1J -1.669 1.017 0.045 1 0.8637 1.0000 0.9970 0.9999 0.9812 0.00 0.05 0.05 Snell. 'yx'= 40
1K -1.669 -1.049 0.026 1 0.8637 0.9998 0.9970 0.9999 0.9854 0.00 0.05 0.05 Snell. 'yx'= 40
1L -1.669 -1.049 0.045 1 0.8637 0.9998 0.9970 0.9999 0.9854 0.00 0.05 0.06 Snell. 'yx'= 40
1M -0.411 1.017 0.026 1 0.8637 1.0000 0.9993 1.0000 0.9812 0.00 0.05 0.05 Snell. 'yx'= 40
1N -0.411 1.017 0.045 1 0.8637 1.0000 0.9993 1.0000 0.9812 0.00 0.05 0.05 Snell. 'yx'= 40
1O -0.411 -1.049 0.026 1 0.8637 1.0000 0.9993 1.0000 0.9854 0.00 0.05 0.05 Snell. 'yx'= 40
1P -0.411 -1.049 0.045 1 0.8637 1.0000 0.9993 1.0000 0.9854 0.00 0.05 0.05 Snell. 'yx'= 40
2 -9.321 1.387 0.135 1 0.8637 1.0052 0.9877 1.0000 0.9628 0.02 0.07 0.10 Snell. 'yx'= 40
7 3.593 -2.372 -0.058 1 0.8637 0.0000 0.0000 0.0000 0.9789 -- 0.11 -- Snell. 'yx'= 40
ASTA NUM. 5 NI 46 NF 34 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -10.437 -0.371 0.182 0.000 0.235 0.422 1 0.00 0.02 0.04
1B 0 -10.437 0.371 0.182 0.000 0.235 -0.421 1 0.00 0.02 0.04
1C 0 -10.437 -0.371 -0.208 0.000 -0.251 0.422 1 0.00 0.02 0.04
1D 0 -10.437 0.371 -0.208 0.000 -0.251 -0.421 1 0.00 0.02 0.04
1E 0 6.359 -0.371 0.182 0.000 0.235 0.422 1 0.00 0.01 0.04
1F 0 6.359 0.371 0.182 0.000 0.235 -0.421 1 0.00 0.01 0.04
1G 0 6.359 -0.371 -0.208 0.000 -0.251 0.422 1 0.00 0.01 0.04
1H 0 6.359 0.371 -0.208 0.000 -0.251 -0.421 1 0.00 0.01 0.04
1I 0 -4.858 -0.112 0.620 0.000 0.776 0.127 1 0.01 0.01 0.04
1J 0 -4.858 0.111 0.620 0.000 0.776 -0.126 1 0.01 0.01 0.04
1K 0 -4.858 -0.112 -0.646 0.000 -0.792 0.127 1 0.01 0.01 0.04
1L 0 -4.858 0.111 -0.646 0.000 -0.792 -0.126 1 0.01 0.01 0.04
1M 0 0.780 -0.112 0.620 0.000 0.776 0.127 1 0.01 0.00 0.04
1N 0 0.780 0.111 0.620 0.000 0.776 -0.126 1 0.01 0.00 0.04
1O 0 0.780 -0.112 -0.646 0.000 -0.792 0.127 1 0.01 0.00 0.04
1P 0 0.780 0.111 -0.646 0.000 -0.792 -0.126 1 0.01 0.00 0.04
2 0 -11.700 -0.001 -1.017 0.000 -1.248 0.001 1 0.01 0.02 0.06
7 0 3.008 0.000 1.465 0.000 1.853 -0.000 1 0.01 0.01 0.09
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 99
1A 100 -10.273 -0.371 0.182 0.000 0.053 0.051 1 0.00 0.02 0.00
1B 100 -10.273 0.371 0.182 0.000 0.053 -0.051 1 0.00 0.02 0.00
1C 100 -10.273 -0.371 -0.208 0.000 -0.043 0.051 1 0.00 0.02 0.00
1D 100 -10.273 0.371 -0.208 0.000 -0.043 -0.051 1 0.00 0.02 0.00
1E 100 6.522 -0.371 0.182 0.000 0.053 0.051 1 0.00 0.01 0.00
1F 100 6.522 0.371 0.182 0.000 0.053 -0.051 1 0.00 0.01 0.00
1G 100 6.522 -0.371 -0.208 0.000 -0.043 0.051 1 0.00 0.01 0.00
1H 100 6.522 0.371 -0.208 0.000 -0.043 -0.051 1 0.00 0.01 0.00
1I 100 -4.694 -0.112 0.620 0.000 0.156 0.015 1 0.01 0.01 0.01
1J 100 -4.694 0.111 0.620 0.000 0.156 -0.015 1 0.01 0.01 0.01
1K 100 -4.694 -0.112 -0.646 0.000 -0.146 0.015 1 0.01 0.01 0.01
1L 100 -4.694 0.111 -0.646 0.000 -0.146 -0.015 1 0.01 0.01 0.01
1M 100 0.943 -0.112 0.620 0.000 0.156 0.015 1 0.01 0.00 0.01
1N 100 0.943 0.111 0.620 0.000 0.156 -0.015 1 0.01 0.00 0.01
1O 100 0.943 -0.112 -0.646 0.000 -0.146 0.015 1 0.01 0.00 0.01
1P 100 0.943 0.111 -0.646 0.000 -0.146 -0.015 1 0.01 0.00 0.01
2 100 -11.485 -0.001 -1.017 0.000 -0.231 0.000 1 0.01 0.02 0.01
7 100 3.171 0.000 1.465 0.000 0.388 0.000 1 0.01 0.01 0.02
1A 200 -10.110 -0.371 0.182 0.000 -0.129 -0.320 1 0.00 0.02 0.03
1B 200 -10.110 0.371 0.182 0.000 -0.129 0.320 1 0.00 0.02 0.03
1C 200 -10.110 -0.371 -0.208 0.000 0.166 -0.320 1 0.00 0.02 0.03
1D 200 -10.110 0.371 -0.208 0.000 0.166 0.320 1 0.00 0.02 0.03
1E 200 6.686 -0.371 0.182 0.000 -0.129 -0.320 1 0.00 0.01 0.03
1F 200 6.686 0.371 0.182 0.000 -0.129 0.320 1 0.00 0.01 0.03
1G 200 6.686 -0.371 -0.208 0.000 0.166 -0.320 1 0.00 0.01 0.03
1H 200 6.686 0.371 -0.208 0.000 0.166 0.320 1 0.00 0.01 0.03
1I 200 -4.531 -0.112 0.620 0.000 -0.464 -0.096 1 0.01 0.01 0.02
1J 200 -4.531 0.111 0.620 0.000 -0.464 0.096 1 0.01 0.01 0.02
1K 200 -4.531 -0.112 -0.646 0.000 0.500 -0.096 1 0.01 0.01 0.02
1L 200 -4.531 0.111 -0.646 0.000 0.500 0.096 1 0.01 0.01 0.02
1M 200 1.107 -0.112 0.620 0.000 -0.464 -0.096 1 0.01 0.00 0.02
1N 200 1.107 0.111 0.620 0.000 -0.464 0.096 1 0.01 0.00 0.02
1O 200 1.107 -0.112 -0.646 0.000 0.500 -0.096 1 0.01 0.00 0.02
1P 200 1.107 0.111 -0.646 0.000 0.500 0.096 1 0.01 0.00 0.02
2 200 -11.270 -0.001 -1.017 0.000 0.786 -0.001 1 0.01 0.02 0.04
7 200 3.334 0.000 1.465 0.000 -1.077 0.000 1 0.01 0.01 0.05
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -10.437 0.235 0.422 1 0.5845 0.9927 0.9724 0.9947 0.9609 0.03 0.01 0.08 Snell. 'yx'= 80
1B -10.437 0.235 -0.421 1 0.5845 0.9927 0.9724 0.9947 0.9609 0.03 0.01 0.08 Snell. 'yx'= 80
1C -10.437 -0.251 0.422 1 0.5845 0.9908 0.9724 0.9947 0.9625 0.03 0.01 0.08 Snell. 'yx'= 80
1D -10.437 -0.251 -0.421 1 0.5845 0.9908 0.9724 0.9947 0.9625 0.03 0.01 0.08 Snell. 'yx'= 80
1E 6.686 0.235 0.422 1 0.5845 0.0000 0.0000 0.0000 0.9609 -- 0.00 -- Snell. 'yx'= 80
1F 6.686 0.235 -0.421 1 0.5845 0.0000 0.0000 0.0000 0.9609 -- 0.00 -- Snell. 'yx'= 80
1G 6.686 -0.251 0.422 1 0.5845 0.0000 0.0000 0.0000 0.9625 -- 0.00 -- Snell. 'yx'= 80
1H 6.686 -0.251 -0.421 1 0.5845 0.0000 0.0000 0.0000 0.9625 -- 0.00 -- Snell. 'yx'= 80
1I -4.858 0.776 0.127 1 0.5845 0.9962 0.9872 0.9975 0.9616 0.01 0.04 0.06 Snell. 'yx'= 80
1J -4.858 0.776 -0.126 1 0.5845 0.9962 0.9872 0.9975 0.9616 0.01 0.04 0.06 Snell. 'yx'= 80
1K -4.858 -0.792 0.127 1 0.5845 0.9959 0.9872 0.9975 0.9621 0.01 0.04 0.06 Snell. 'yx'= 80
1L -4.858 -0.792 -0.126 1 0.5845 0.9959 0.9872 0.9975 0.9621 0.01 0.04 0.06 Snell. 'yx'= 80
1M 1.107 0.776 0.127 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.04 -- Snell. 'yx'= 80
1N 1.107 0.776 -0.126 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.04 -- Snell. 'yx'= 80
1O 1.107 -0.792 0.127 1 0.5845 0.0000 0.0000 0.0000 0.9621 -- 0.04 -- Snell. 'yx'= 80
1P 1.107 -0.792 -0.126 1 0.5845 0.0000 0.0000 0.0000 0.9621 -- 0.04 -- Snell. 'yx'= 80
2 -11.700 -1.248 0.001 1 0.5845 0.9903 0.9691 0.9943 0.9621 0.04 0.06 0.09 Snell. 'yx'= 80
7 3.334 1.853 -0.000 1 0.5845 0.0000 0.0000 0.0000 0.9613 -- 0.08 -- Snell. 'yx'= 80
ASTA NUM. 6 NI 40 NF 6 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -3.330 -0.368 0.073 0.000 -0.012 0.176 1 0.00 0.01 0.02
1B 0 -3.330 0.405 0.073 0.000 -0.012 -0.187 1 0.00 0.01 0.02
1C 0 -3.330 -0.368 -0.047 0.000 -0.093 0.176 1 0.00 0.01 0.02
1D 0 -3.330 0.405 -0.047 0.000 -0.093 -0.187 1 0.00 0.01 0.02
1E 0 0.716 -0.368 0.073 0.000 -0.012 0.176 1 0.00 0.00 0.02
1F 0 0.716 0.405 0.073 0.000 -0.012 -0.187 1 0.00 0.00 0.02
1G 0 0.716 -0.368 -0.047 0.000 -0.093 0.176 1 0.00 0.00 0.02
1H 0 0.716 0.405 -0.047 0.000 -0.093 -0.187 1 0.00 0.00 0.02
1I 0 -2.185 -0.102 0.209 0.000 0.077 0.050 1 0.00 0.00 0.00
1J 0 -2.185 0.139 0.209 0.000 0.077 -0.061 1 0.00 0.00 0.01
1K 0 -2.185 -0.102 -0.183 0.000 -0.182 0.050 1 0.00 0.00 0.01
1L 0 -2.185 0.139 -0.183 0.000 -0.182 -0.061 1 0.00 0.00 0.01
1M 0 -0.429 -0.102 0.209 0.000 0.077 0.050 1 0.00 0.00 0.00
1N 0 -0.429 0.139 0.209 0.000 0.077 -0.061 1 0.00 0.00 0.01
1O 0 -0.429 -0.102 -0.183 0.000 -0.182 0.050 1 0.00 0.00 0.01
1P 0 -0.429 0.139 -0.183 0.000 -0.182 -0.061 1 0.00 0.00 0.01
2 0 -9.961 0.192 -0.131 0.000 -0.771 -0.054 1 0.00 0.02 0.04
7 0 2.250 -0.053 0.448 0.000 0.555 0.015 1 0.00 0.00 0.03
1A 50 -3.248 -0.368 0.073 0.000 -0.049 -0.008 1 0.00 0.01 0.00
1B 50 -3.248 0.405 0.073 0.000 -0.049 0.016 1 0.00 0.01 0.00
1C 50 -3.248 -0.368 -0.047 0.000 -0.069 -0.008 1 0.00 0.01 0.00
1D 50 -3.248 0.405 -0.047 0.000 -0.069 0.016 1 0.00 0.01 0.00
1E 50 0.797 -0.368 0.073 0.000 -0.049 -0.008 1 0.00 0.00 0.00
1F 50 0.797 0.405 0.073 0.000 -0.049 0.016 1 0.00 0.00 0.00
1G 50 0.797 -0.368 -0.047 0.000 -0.069 -0.008 1 0.00 0.00 0.00
1H 50 0.797 0.405 -0.047 0.000 -0.069 0.016 1 0.00 0.00 0.00
1I 50 -2.104 -0.102 0.209 0.000 -0.027 -0.001 1 0.00 0.00 0.00
1J 50 -2.104 0.139 0.209 0.000 -0.027 0.009 1 0.00 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 100
1K 50 -2.104 -0.102 -0.183 0.000 -0.091 -0.001 1 0.00 0.00 0.00
1L 50 -2.104 0.139 -0.183 0.000 -0.091 0.009 1 0.00 0.00 0.00
1M 50 -0.347 -0.102 0.209 0.000 -0.027 -0.001 1 0.00 0.00 0.00
1N 50 -0.347 0.139 0.209 0.000 -0.027 0.009 1 0.00 0.00 0.00
1O 50 -0.347 -0.102 -0.183 0.000 -0.091 -0.001 1 0.00 0.00 0.00
1P 50 -0.347 0.139 -0.183 0.000 -0.091 0.009 1 0.00 0.00 0.00
2 50 -9.855 0.192 -0.131 0.000 -0.706 0.042 1 0.00 0.02 0.03
7 50 2.332 -0.053 0.448 0.000 0.331 -0.012 1 0.00 0.00 0.02
1A 100 -3.167 -0.368 0.073 0.000 -0.086 -0.192 1 0.00 0.01 0.02
1B 100 -3.167 0.405 0.073 0.000 -0.086 0.219 1 0.00 0.01 0.02
1C 100 -3.167 -0.368 -0.047 0.000 -0.046 -0.192 1 0.00 0.01 0.02
1D 100 -3.167 0.405 -0.047 0.000 -0.046 0.219 1 0.00 0.01 0.02
1E 100 0.879 -0.368 0.073 0.000 -0.086 -0.192 1 0.00 0.00 0.02
1F 100 0.879 0.405 0.073 0.000 -0.086 0.219 1 0.00 0.00 0.02
1G 100 0.879 -0.368 -0.047 0.000 -0.046 -0.192 1 0.00 0.00 0.02
1H 100 0.879 0.405 -0.047 0.000 -0.046 0.219 1 0.00 0.00 0.02
1I 100 -2.022 -0.102 0.209 0.000 -0.132 -0.051 1 0.00 0.00 0.01
1J 100 -2.022 0.139 0.209 0.000 -0.132 0.078 1 0.00 0.00 0.01
1K 100 -2.022 -0.102 -0.183 0.000 0.001 -0.051 1 0.00 0.00 0.00
1L 100 -2.022 0.139 -0.183 0.000 0.001 0.078 1 0.00 0.00 0.01
1M 100 -0.266 -0.102 0.209 0.000 -0.132 -0.051 1 0.00 0.00 0.01
1N 100 -0.266 0.139 0.209 0.000 -0.132 0.078 1 0.00 0.00 0.01
1O 100 -0.266 -0.102 -0.183 0.000 0.001 -0.051 1 0.00 0.00 0.00
1P 100 -0.266 0.139 -0.183 0.000 0.001 0.078 1 0.00 0.00 0.01
2 100 -9.749 0.192 -0.131 0.000 -0.640 0.138 1 0.00 0.02 0.03
7 100 2.414 -0.053 0.448 0.000 0.107 -0.039 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -3.330 -0.086 -0.192 1 0.8637 1.0002 0.9940 0.9999 0.9800 0.01 0.00 0.03 Snell. 'yx'= 40
1B -3.330 -0.086 0.219 1 0.8637 1.0002 0.9941 0.9999 0.9800 0.01 0.00 0.03 Snell. 'yx'= 40
1C -3.330 -0.093 -0.192 1 0.8637 1.0010 0.9940 0.9999 0.9711 0.01 0.00 0.03 Snell. 'yx'= 40
1D -3.330 -0.093 0.219 1 0.8637 1.0010 0.9941 0.9999 0.9711 0.01 0.00 0.03 Snell. 'yx'= 40
1E 0.879 -0.086 -0.192 1 0.8637 0.0000 0.0000 0.0000 0.9800 -- 0.00 -- Snell. 'yx'= 40
1F 0.879 -0.086 0.219 1 0.8637 0.0000 0.0000 0.0000 0.9800 -- 0.00 -- Snell. 'yx'= 40
1G 0.879 -0.093 -0.192 1 0.8637 0.0000 0.0000 0.0000 0.9711 -- 0.00 -- Snell. 'yx'= 40
1H 0.879 -0.093 0.219 1 0.8637 0.0000 0.0000 0.0000 0.9711 -- 0.00 -- Snell. 'yx'= 40
1I -2.185 -0.132 -0.051 1 0.8637 0.9990 0.9961 0.9999 0.9942 0.00 0.01 0.02 Snell. 'yx'= 40
1J -2.185 -0.132 0.078 1 0.8637 0.9990 0.9963 0.9999 0.9942 0.00 0.01 0.02 Snell. 'yx'= 40
1K -2.185 -0.182 -0.051 1 0.8637 0.9999 0.9961 0.9999 0.9833 0.00 0.01 0.02 Snell. 'yx'= 40
1L -2.185 -0.182 0.078 1 0.8637 0.9999 0.9963 0.9999 0.9833 0.00 0.01 0.02 Snell. 'yx'= 40
1M -0.429 -0.132 -0.051 1 0.8637 0.9998 0.9992 1.0000 0.9942 0.00 0.01 0.01 Snell. 'yx'= 40
1N -0.429 -0.132 0.078 1 0.8637 0.9998 0.9993 1.0000 0.9942 0.00 0.01 0.01 Snell. 'yx'= 40
1O -0.429 -0.182 -0.051 1 0.8637 1.0000 0.9992 1.0000 0.9833 0.00 0.01 0.01 Snell. 'yx'= 40
1P -0.429 -0.182 0.078 1 0.8637 1.0000 0.9993 1.0000 0.9833 0.00 0.01 0.02 Snell. 'yx'= 40
2 -9.961 -0.771 0.138 1 0.8637 1.0055 0.9883 1.0000 0.9629 0.02 0.04 0.07 Snell. 'yx'= 40
7 2.414 0.555 -0.039 1 0.8637 0.0000 0.0000 0.0000 0.9786 -- 0.02 -- Snell. 'yx'= 40
ASTA NUM. 7 NI 50 NF 38 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -8.324 -0.439 0.202 0.000 0.441 0.484 1 0.00 0.01 0.05
1B 0 -8.324 0.410 0.202 0.000 0.441 -0.452 1 0.00 0.01 0.04
1C 0 -8.324 -0.439 -0.179 0.000 -0.503 0.484 1 0.00 0.01 0.05
1D 0 -8.324 0.410 -0.179 0.000 -0.503 -0.452 1 0.00 0.01 0.04
1E 0 5.958 -0.439 0.202 0.000 0.441 0.484 1 0.00 0.01 0.05
1F 0 5.958 0.410 0.202 0.000 0.441 -0.452 1 0.00 0.01 0.04
1G 0 5.958 -0.439 -0.179 0.000 -0.503 0.484 1 0.00 0.01 0.05
1H 0 5.958 0.410 -0.179 0.000 -0.503 -0.452 1 0.00 0.01 0.04
1I 0 -3.546 -0.146 0.290 0.000 0.667 0.161 1 0.00 0.01 0.03
1J 0 -3.546 0.117 0.290 0.000 0.667 -0.129 1 0.00 0.01 0.03
1K 0 -3.546 -0.146 -0.267 0.000 -0.728 0.161 1 0.00 0.01 0.03
1L 0 -3.546 0.117 -0.267 0.000 -0.728 -0.129 1 0.00 0.01 0.03
1M 0 1.180 -0.146 0.290 0.000 0.667 0.161 1 0.00 0.00 0.03
1N 0 1.180 0.117 0.290 0.000 0.667 -0.129 1 0.00 0.00 0.03
1O 0 1.180 -0.146 -0.267 0.000 -0.728 0.161 1 0.00 0.00 0.03
1P 0 1.180 0.117 -0.267 0.000 -0.728 -0.129 1 0.00 0.00 0.03
2 0 -8.361 -0.104 -0.143 0.000 -1.066 0.114 1 0.00 0.02 0.05
7 0 1.786 0.021 0.451 0.000 1.459 -0.022 1 0.00 0.00 0.07
1A 100 -8.161 -0.439 0.202 0.000 0.239 0.046 1 0.00 0.01 0.01
1B 100 -8.161 0.410 0.202 0.000 0.239 -0.042 1 0.00 0.01 0.01
1C 100 -8.161 -0.439 -0.179 0.000 -0.324 0.046 1 0.00 0.01 0.01
1D 100 -8.161 0.410 -0.179 0.000 -0.324 -0.042 1 0.00 0.01 0.01
1E 100 6.121 -0.439 0.202 0.000 0.239 0.046 1 0.00 0.01 0.01
1F 100 6.121 0.410 0.202 0.000 0.239 -0.042 1 0.00 0.01 0.01
1G 100 6.121 -0.439 -0.179 0.000 -0.324 0.046 1 0.00 0.01 0.01
1H 100 6.121 0.410 -0.179 0.000 -0.324 -0.042 1 0.00 0.01 0.01
1I 100 -3.383 -0.146 0.290 0.000 0.377 0.015 1 0.00 0.01 0.02
1J 100 -3.383 0.117 0.290 0.000 0.377 -0.012 1 0.00 0.01 0.02
1K 100 -3.383 -0.146 -0.267 0.000 -0.462 0.015 1 0.00 0.01 0.02
1L 100 -3.383 0.117 -0.267 0.000 -0.462 -0.012 1 0.00 0.01 0.02
1M 100 1.343 -0.146 0.290 0.000 0.377 0.015 1 0.00 0.00 0.02
1N 100 1.343 0.117 0.290 0.000 0.377 -0.012 1 0.00 0.00 0.02
1O 100 1.343 -0.146 -0.267 0.000 -0.462 0.015 1 0.00 0.00 0.02
1P 100 1.343 0.117 -0.267 0.000 -0.462 -0.012 1 0.00 0.00 0.02
2 100 -8.149 -0.104 -0.143 0.000 -0.923 0.009 1 0.00 0.01 0.04
7 100 1.949 0.021 0.451 0.000 1.008 -0.001 1 0.00 0.00 0.05
1A 200 -7.997 -0.439 0.202 0.000 0.037 -0.393 1 0.00 0.01 0.04
1B 200 -7.997 0.410 0.202 0.000 0.037 0.369 1 0.00 0.01 0.03
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 101
1C 200 -7.997 -0.439 -0.179 0.000 -0.145 -0.393 1 0.00 0.01 0.04
1D 200 -7.997 0.410 -0.179 0.000 -0.145 0.369 1 0.00 0.01 0.03
1E 200 6.284 -0.439 0.202 0.000 0.037 -0.393 1 0.00 0.01 0.04
1F 200 6.284 0.410 0.202 0.000 0.037 0.369 1 0.00 0.01 0.03
1G 200 6.284 -0.439 -0.179 0.000 -0.145 -0.393 1 0.00 0.01 0.04
1H 200 6.284 0.410 -0.179 0.000 -0.145 0.369 1 0.00 0.01 0.03
1I 200 -3.220 -0.146 0.290 0.000 0.088 -0.130 1 0.00 0.01 0.01
1J 200 -3.220 0.117 0.290 0.000 0.088 0.106 1 0.00 0.01 0.01
1K 200 -3.220 -0.146 -0.267 0.000 -0.196 -0.130 1 0.00 0.01 0.01
1L 200 -3.220 0.117 -0.267 0.000 -0.196 0.106 1 0.00 0.01 0.01
1M 200 1.506 -0.146 0.290 0.000 0.088 -0.130 1 0.00 0.00 0.01
1N 200 1.506 0.117 0.290 0.000 0.088 0.106 1 0.00 0.00 0.01
1O 200 1.506 -0.146 -0.267 0.000 -0.196 -0.130 1 0.00 0.00 0.01
1P 200 1.506 0.117 -0.267 0.000 -0.196 0.106 1 0.00 0.00 0.01
2 200 -7.937 -0.104 -0.143 0.000 -0.781 -0.095 1 0.00 0.01 0.04
7 200 2.112 0.021 0.451 0.000 0.557 0.020 1 0.00 0.00 0.03
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -8.324 0.441 0.484 1 0.5845 1.0027 0.9780 0.9956 0.9365 0.03 0.09 0.09 Snell. 'yx'= 80
1B -8.324 0.441 -0.452 1 0.5845 1.0027 0.9780 0.9956 0.9365 0.03 0.09 0.09 Snell. 'yx'= 80
1C -8.324 -0.503 0.484 1 0.5845 1.0054 0.9780 0.9956 0.9259 0.03 0.09 0.09 Snell. 'yx'= 80
1D -8.324 -0.503 -0.452 1 0.5845 1.0054 0.9780 0.9956 0.9259 0.03 0.09 0.09 Snell. 'yx'= 80
1E 6.284 0.441 0.484 1 0.5845 0.0000 0.0000 0.0000 0.9365 -- 0.01 -- Snell. 'yx'= 80
1F 6.284 0.441 -0.452 1 0.5845 0.0000 0.0000 0.0000 0.9365 -- 0.01 -- Snell. 'yx'= 80
1G 6.284 -0.503 0.484 1 0.5845 0.0000 0.0000 0.0000 0.9259 -- 0.02 -- Snell. 'yx'= 80
1H 6.284 -0.503 -0.452 1 0.5845 0.0000 0.0000 0.0000 0.9259 -- 0.02 -- Snell. 'yx'= 80
1I -3.546 0.667 0.161 1 0.5845 1.0014 0.9906 0.9981 0.9342 0.01 0.06 0.06 Snell. 'yx'= 80
1J -3.546 0.667 -0.129 1 0.5845 1.0014 0.9906 0.9981 0.9342 0.01 0.06 0.05 Snell. 'yx'= 80
1K -3.546 -0.728 0.161 1 0.5845 1.0022 0.9906 0.9981 0.9269 0.01 0.06 0.06 Snell. 'yx'= 80
1L -3.546 -0.728 -0.129 1 0.5845 1.0022 0.9906 0.9981 0.9269 0.01 0.06 0.06 Snell. 'yx'= 80
1M 1.506 0.667 0.161 1 0.5845 0.0000 0.0000 0.0000 0.9342 -- 0.03 -- Snell. 'yx'= 80
1N 1.506 0.667 -0.129 1 0.5845 0.0000 0.0000 0.0000 0.9342 -- 0.03 -- Snell. 'yx'= 80
1O 1.506 -0.728 0.161 1 0.5845 0.0000 0.0000 0.0000 0.9269 -- 0.03 -- Snell. 'yx'= 80
1P 1.506 -0.728 -0.129 1 0.5845 0.0000 0.0000 0.0000 0.9269 -- 0.03 -- Snell. 'yx'= 80
2 -8.361 -1.066 0.114 1 0.5845 1.0115 0.9779 0.9956 0.9014 0.03 0.09 0.09 Snell. 'yx'= 80
7 2.112 1.459 -0.022 1 0.5845 0.0000 0.0000 0.0000 0.9212 -- 0.07 -- Snell. 'yx'= 80
ASTA NUM. 8 NI 44 NF 32 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -9.304 -0.363 0.468 0.000 0.589 0.411 1 0.00 0.02 0.04
1B 0 -9.304 0.336 0.468 0.000 0.589 -0.379 1 0.00 0.02 0.04
1C 0 -9.304 -0.363 -0.491 0.000 -0.598 0.411 1 0.00 0.02 0.04
1D 0 -9.304 0.336 -0.491 0.000 -0.598 -0.379 1 0.00 0.02 0.04
1E 0 6.506 -0.363 0.468 0.000 0.589 0.411 1 0.00 0.01 0.04
1F 0 6.506 0.336 0.468 0.000 0.589 -0.379 1 0.00 0.01 0.04
1G 0 6.506 -0.363 -0.491 0.000 -0.598 0.411 1 0.00 0.01 0.04
1H 0 6.506 0.336 -0.491 0.000 -0.598 -0.379 1 0.00 0.01 0.04
1I 0 -3.975 -0.122 0.701 0.000 0.876 0.138 1 0.01 0.01 0.04
1J 0 -3.975 0.095 0.701 0.000 0.876 -0.107 1 0.01 0.01 0.04
1K 0 -3.975 -0.122 -0.724 0.000 -0.884 0.138 1 0.01 0.01 0.04
1L 0 -3.975 0.095 -0.724 0.000 -0.884 -0.107 1 0.01 0.01 0.04
1M 0 1.177 -0.122 0.701 0.000 0.876 0.138 1 0.01 0.00 0.04
1N 0 1.177 0.095 0.701 0.000 0.876 -0.107 1 0.01 0.00 0.04
1O 0 1.177 -0.122 -0.724 0.000 -0.884 0.138 1 0.01 0.00 0.04
1P 0 1.177 0.095 -0.724 0.000 -0.884 -0.107 1 0.01 0.00 0.04
2 0 -8.996 -0.100 -1.004 0.000 -1.217 0.114 1 0.01 0.02 0.06
7 0 2.568 0.034 1.461 0.000 1.840 -0.038 1 0.01 0.00 0.08
1A 100 -9.141 -0.363 0.468 0.000 0.121 0.048 1 0.00 0.02 0.01
1B 100 -9.141 0.336 0.468 0.000 0.121 -0.043 1 0.00 0.02 0.01
1C 100 -9.141 -0.363 -0.491 0.000 -0.106 0.048 1 0.00 0.02 0.00
1D 100 -9.141 0.336 -0.491 0.000 -0.106 -0.043 1 0.00 0.02 0.00
1E 100 6.670 -0.363 0.468 0.000 0.121 0.048 1 0.00 0.01 0.01
1F 100 6.670 0.336 0.468 0.000 0.121 -0.043 1 0.00 0.01 0.01
1G 100 6.670 -0.363 -0.491 0.000 -0.106 0.048 1 0.00 0.01 0.00
1H 100 6.670 0.336 -0.491 0.000 -0.106 -0.043 1 0.00 0.01 0.00
1I 100 -3.811 -0.122 0.701 0.000 0.175 0.017 1 0.01 0.01 0.01
1J 100 -3.811 0.095 0.701 0.000 0.175 -0.012 1 0.01 0.01 0.01
1K 100 -3.811 -0.122 -0.724 0.000 -0.161 0.017 1 0.01 0.01 0.01
1L 100 -3.811 0.095 -0.724 0.000 -0.161 -0.012 1 0.01 0.01 0.01
1M 100 1.340 -0.122 0.701 0.000 0.175 0.017 1 0.01 0.00 0.01
1N 100 1.340 0.095 0.701 0.000 0.175 -0.012 1 0.01 0.00 0.01
1O 100 1.340 -0.122 -0.724 0.000 -0.161 0.017 1 0.01 0.00 0.01
1P 100 1.340 0.095 -0.724 0.000 -0.161 -0.012 1 0.01 0.00 0.01
2 100 -8.784 -0.100 -1.004 0.000 -0.213 0.014 1 0.01 0.02 0.01
7 100 2.732 0.034 1.461 0.000 0.379 -0.004 1 0.01 0.00 0.02
1A 200 -8.977 -0.363 0.468 0.000 -0.348 -0.315 1 0.00 0.02 0.03
1B 200 -8.977 0.336 0.468 0.000 -0.348 0.293 1 0.00 0.02 0.03
1C 200 -8.977 -0.363 -0.491 0.000 0.385 -0.315 1 0.00 0.02 0.03
1D 200 -8.977 0.336 -0.491 0.000 0.385 0.293 1 0.00 0.02 0.03
1E 200 6.833 -0.363 0.468 0.000 -0.348 -0.315 1 0.00 0.01 0.03
1F 200 6.833 0.336 0.468 0.000 -0.348 0.293 1 0.00 0.01 0.03
1G 200 6.833 -0.363 -0.491 0.000 0.385 -0.315 1 0.00 0.01 0.03
1H 200 6.833 0.336 -0.491 0.000 0.385 0.293 1 0.00 0.01 0.03
1I 200 -3.648 -0.122 0.701 0.000 -0.526 -0.105 1 0.01 0.01 0.02
1J 200 -3.648 0.095 0.701 0.000 -0.526 0.083 1 0.01 0.01 0.02
1K 200 -3.648 -0.122 -0.724 0.000 0.563 -0.105 1 0.01 0.01 0.03
1L 200 -3.648 0.095 -0.724 0.000 0.563 0.083 1 0.01 0.01 0.03
1M 200 1.504 -0.122 0.701 0.000 -0.526 -0.105 1 0.01 0.00 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 102
1N 200 1.504 0.095 0.701 0.000 -0.526 0.083 1 0.01 0.00 0.02
1O 200 1.504 -0.122 -0.724 0.000 0.563 -0.105 1 0.01 0.00 0.03
1P 200 1.504 0.095 -0.724 0.000 0.563 0.083 1 0.01 0.00 0.03
2 200 -8.572 -0.100 -1.004 0.000 0.791 -0.086 1 0.01 0.02 0.04
7 200 2.895 0.034 1.461 0.000 -1.082 0.030 1 0.01 0.01 0.05
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -9.304 0.589 0.411 1 0.5845 0.9928 0.9754 0.9952 0.9615 0.03 0.03 0.09 Snell. 'yx'= 80
1B -9.304 0.589 -0.379 1 0.5845 0.9928 0.9754 0.9952 0.9615 0.03 0.03 0.09 Snell. 'yx'= 80
1C -9.304 -0.598 0.411 1 0.5845 0.9920 0.9754 0.9952 0.9623 0.03 0.03 0.09 Snell. 'yx'= 80
1D -9.304 -0.598 -0.379 1 0.5845 0.9920 0.9754 0.9952 0.9623 0.03 0.03 0.09 Snell. 'yx'= 80
1E 6.833 0.589 0.411 1 0.5845 0.0000 0.0000 0.0000 0.9615 -- 0.02 -- Snell. 'yx'= 80
1F 6.833 0.589 -0.379 1 0.5845 0.0000 0.0000 0.0000 0.9615 -- 0.02 -- Snell. 'yx'= 80
1G 6.833 -0.598 0.411 1 0.5845 0.0000 0.0000 0.0000 0.9623 -- 0.02 -- Snell. 'yx'= 80
1H 6.833 -0.598 -0.379 1 0.5845 0.0000 0.0000 0.0000 0.9623 -- 0.02 -- Snell. 'yx'= 80
1I -3.975 0.876 0.138 1 0.5845 0.9969 0.9895 0.9980 0.9616 0.01 0.04 0.07 Snell. 'yx'= 80
1J -3.975 0.876 -0.107 1 0.5845 0.9969 0.9895 0.9980 0.9616 0.01 0.04 0.06 Snell. 'yx'= 80
1K -3.975 -0.884 0.138 1 0.5845 0.9966 0.9895 0.9980 0.9622 0.01 0.04 0.07 Snell. 'yx'= 80
1L -3.975 -0.884 -0.107 1 0.5845 0.9966 0.9895 0.9980 0.9622 0.01 0.04 0.06 Snell. 'yx'= 80
1M 1.504 0.876 0.138 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.04 -- Snell. 'yx'= 80
1N 1.504 0.876 -0.107 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.04 -- Snell. 'yx'= 80
1O 1.504 -0.884 0.138 1 0.5845 0.0000 0.0000 0.0000 0.9622 -- 0.04 -- Snell. 'yx'= 80
1P 1.504 -0.884 -0.107 1 0.5845 0.0000 0.0000 0.0000 0.9622 -- 0.04 -- Snell. 'yx'= 80
2 -8.996 -1.217 0.114 1 0.5845 0.9922 0.9762 0.9954 0.9623 0.03 0.06 0.09 Snell. 'yx'= 80
7 2.895 1.840 -0.038 1 0.5845 0.0000 0.0000 0.0000 0.9614 -- 0.08 -- Snell. 'yx'= 80
ASTA NUM. 9 NI 14 NF 13 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -1.909 -0.197 0.672 0.000 0.760 0.098 1 0.01 0.00 0.03
1B 0 -1.909 0.241 0.672 0.000 0.760 -0.116 1 0.01 0.00 0.03
1C 0 -1.909 -0.197 -0.888 0.000 -0.795 0.098 1 0.01 0.00 0.04
1D 0 -1.909 0.241 -0.888 0.000 -0.795 -0.116 1 0.01 0.00 0.04
1E 0 0.238 -0.197 0.672 0.000 0.760 0.098 1 0.01 0.00 0.03
1F 0 0.238 0.241 0.672 0.000 0.760 -0.116 1 0.01 0.00 0.03
1G 0 0.238 -0.197 -0.888 0.000 -0.795 0.098 1 0.01 0.00 0.04
1H 0 0.238 0.241 -0.888 0.000 -0.795 -0.116 1 0.01 0.00 0.04
1I 0 -1.414 -0.044 1.060 0.000 1.146 0.024 1 0.01 0.00 0.05
1J 0 -1.414 0.088 1.060 0.000 1.146 -0.041 1 0.01 0.00 0.05
1K 0 -1.414 -0.044 -1.276 0.000 -1.181 0.024 1 0.01 0.00 0.05
1L 0 -1.414 0.088 -1.276 0.000 -1.181 -0.041 1 0.01 0.00 0.05
1M 0 -0.257 -0.044 1.060 0.000 1.146 0.024 1 0.01 0.00 0.05
1N 0 -0.257 0.088 1.060 0.000 1.146 -0.041 1 0.01 0.00 0.05
1O 0 -0.257 -0.044 -1.276 0.000 -1.181 0.024 1 0.01 0.00 0.05
1P 0 -0.257 0.088 -1.276 0.000 -1.181 -0.041 1 0.01 0.00 0.05
2 0 -8.835 0.165 0.221 0.000 1.380 -0.049 1 0.00 0.02 0.06
7 0 3.506 -0.053 -1.933 0.000 -2.373 0.012 1 0.02 0.01 0.11
1A 50 -1.828 -0.197 0.672 0.000 0.424 -0.000 1 0.01 0.00 0.02
1B 50 -1.828 0.241 0.672 0.000 0.424 0.004 1 0.01 0.00 0.02
1C 50 -1.828 -0.197 -0.888 0.000 -0.351 -0.000 1 0.01 0.00 0.02
1D 50 -1.828 0.241 -0.888 0.000 -0.351 0.004 1 0.01 0.00 0.02
1E 50 0.319 -0.197 0.672 0.000 0.424 -0.000 1 0.01 0.00 0.02
1F 50 0.319 0.241 0.672 0.000 0.424 0.004 1 0.01 0.00 0.02
1G 50 0.319 -0.197 -0.888 0.000 -0.351 -0.000 1 0.01 0.00 0.02
1H 50 0.319 0.241 -0.888 0.000 -0.351 0.004 1 0.01 0.00 0.02
1I 50 -1.333 -0.044 1.060 0.000 0.616 0.001 1 0.01 0.00 0.03
1J 50 -1.333 0.088 1.060 0.000 0.616 0.003 1 0.01 0.00 0.03
1K 50 -1.333 -0.044 -1.276 0.000 -0.543 0.001 1 0.01 0.00 0.02
1L 50 -1.333 0.088 -1.276 0.000 -0.543 0.003 1 0.01 0.00 0.02
1M 50 -0.176 -0.044 1.060 0.000 0.616 0.001 1 0.01 0.00 0.03
1N 50 -0.176 0.088 1.060 0.000 0.616 0.003 1 0.01 0.00 0.03
1O 50 -0.176 -0.044 -1.276 0.000 -0.543 0.001 1 0.01 0.00 0.02
1P 50 -0.176 0.088 -1.276 0.000 -0.543 0.003 1 0.01 0.00 0.02
2 50 -8.729 0.165 0.221 0.000 1.269 0.033 1 0.00 0.02 0.06
7 50 3.588 -0.053 -1.933 0.000 -1.407 -0.015 1 0.02 0.01 0.06
1A 100 -1.746 -0.197 0.672 0.000 0.088 -0.099 1 0.01 0.00 0.01
1B 100 -1.746 0.241 0.672 0.000 0.088 0.125 1 0.01 0.00 0.01
1C 100 -1.746 -0.197 -0.888 0.000 0.093 -0.099 1 0.01 0.00 0.01
1D 100 -1.746 0.241 -0.888 0.000 0.093 0.125 1 0.01 0.00 0.01
1E 100 0.401 -0.197 0.672 0.000 0.088 -0.099 1 0.01 0.00 0.01
1F 100 0.401 0.241 0.672 0.000 0.088 0.125 1 0.01 0.00 0.01
1G 100 0.401 -0.197 -0.888 0.000 0.093 -0.099 1 0.01 0.00 0.01
1H 100 0.401 0.241 -0.888 0.000 0.093 0.125 1 0.01 0.00 0.01
1I 100 -1.251 -0.044 1.060 0.000 0.086 -0.021 1 0.01 0.00 0.00
1J 100 -1.251 0.088 1.060 0.000 0.086 0.047 1 0.01 0.00 0.00
1K 100 -1.251 -0.044 -1.276 0.000 0.095 -0.021 1 0.01 0.00 0.00
1L 100 -1.251 0.088 -1.276 0.000 0.095 0.047 1 0.01 0.00 0.00
1M 100 -0.094 -0.044 1.060 0.000 0.086 -0.021 1 0.01 0.00 0.00
1N 100 -0.094 0.088 1.060 0.000 0.086 0.047 1 0.01 0.00 0.00
1O 100 -0.094 -0.044 -1.276 0.000 0.095 -0.021 1 0.01 0.00 0.00
1P 100 -0.094 0.088 -1.276 0.000 0.095 0.047 1 0.01 0.00 0.00
2 100 -8.622 0.165 0.221 0.000 1.158 0.116 1 0.00 0.02 0.05
7 100 3.670 -0.053 -1.933 0.000 -0.440 -0.042 1 0.02 0.01 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 103
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -1.909 0.760 -0.099 1 0.8637 1.0001 0.9966 0.9999 0.9806 0.00 0.04 0.05 Snell. 'yx'= 40
1B -1.909 0.760 0.125 1 0.8637 1.0001 0.9966 0.9999 0.9806 0.00 0.04 0.05 Snell. 'yx'= 40
1C -1.909 -0.795 -0.099 1 0.8637 0.9998 0.9966 0.9999 0.9861 0.00 0.04 0.05 Snell. 'yx'= 40
1D -1.909 -0.795 0.125 1 0.8637 0.9998 0.9966 0.9999 0.9861 0.00 0.04 0.05 Snell. 'yx'= 40
1E 0.401 0.760 -0.099 1 0.8637 0.0000 0.0000 0.0000 0.9806 -- 0.04 -- Snell. 'yx'= 40
1F 0.401 0.760 0.125 1 0.8637 0.0000 0.0000 0.0000 0.9806 -- 0.04 -- Snell. 'yx'= 40
1G 0.401 -0.795 -0.099 1 0.8637 0.0000 0.0000 0.0000 0.9861 -- 0.04 -- Snell. 'yx'= 40
1H 0.401 -0.795 0.125 1 0.8637 0.0000 0.0000 0.0000 0.9861 -- 0.04 -- Snell. 'yx'= 40
1I -1.414 1.146 0.024 1 0.8637 1.0000 0.9975 1.0000 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1J -1.414 1.146 0.047 1 0.8637 1.0000 0.9975 0.9999 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1K -1.414 -1.181 0.024 1 0.8637 0.9999 0.9975 1.0000 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1L -1.414 -1.181 0.047 1 0.8637 0.9999 0.9975 0.9999 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1M -0.257 1.146 0.024 1 0.8637 1.0000 0.9995 1.0000 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1N -0.257 1.146 0.047 1 0.8637 1.0000 0.9995 1.0000 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1O -0.257 -1.181 0.024 1 0.8637 1.0000 0.9995 1.0000 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1P -0.257 -1.181 0.047 1 0.8637 1.0000 0.9995 1.0000 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
2 -8.835 1.380 0.116 1 0.8637 1.0049 0.9892 1.0000 0.9627 0.02 0.07 0.09 Snell. 'yx'= 40
7 3.670 -2.373 -0.042 1 0.8637 0.0000 0.0000 0.0000 0.9789 -- 0.11 -- Snell. 'yx'= 40
ASTA NUM. 10 NI 17 NF 16 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -2.269 -0.233 0.665 0.000 0.752 0.112 1 0.01 0.00 0.03
1B 0 -2.269 0.208 0.665 0.000 0.752 -0.103 1 0.01 0.00 0.03
1C 0 -2.269 -0.233 -0.880 0.000 -0.786 0.112 1 0.01 0.00 0.04
1D 0 -2.269 0.208 -0.880 0.000 -0.786 -0.103 1 0.01 0.00 0.04
1E 0 0.237 -0.233 0.665 0.000 0.752 0.112 1 0.01 0.00 0.03
1F 0 0.237 0.208 0.665 0.000 0.752 -0.103 1 0.01 0.00 0.03
1G 0 0.237 -0.233 -0.880 0.000 -0.786 0.112 1 0.01 0.00 0.04
1H 0 0.237 0.208 -0.880 0.000 -0.786 -0.103 1 0.01 0.00 0.04
1I 0 -1.678 -0.081 1.062 0.000 1.148 0.038 1 0.01 0.00 0.05
1J 0 -1.678 0.056 1.062 0.000 1.148 -0.029 1 0.01 0.00 0.05
1K 0 -1.678 -0.081 -1.278 0.000 -1.182 0.038 1 0.01 0.00 0.05
1L 0 -1.678 0.056 -1.278 0.000 -1.182 -0.029 1 0.01 0.00 0.05
1M 0 -0.354 -0.081 1.062 0.000 1.148 0.038 1 0.01 0.00 0.05
1N 0 -0.354 0.056 1.062 0.000 1.148 -0.029 1 0.01 0.00 0.05
1O 0 -0.354 -0.081 -1.278 0.000 -1.182 0.038 1 0.01 0.00 0.05
1P 0 -0.354 0.056 -1.278 0.000 -1.182 -0.029 1 0.01 0.00 0.05
2 0 -9.504 -0.240 0.225 0.000 1.383 0.086 1 0.00 0.02 0.06
7 0 3.578 0.113 -1.935 0.000 -2.375 -0.040 1 0.02 0.01 0.11
1A 50 -2.188 -0.233 0.665 0.000 0.420 -0.004 1 0.01 0.00 0.02
1B 50 -2.188 0.208 0.665 0.000 0.420 0.001 1 0.01 0.00 0.02
1C 50 -2.188 -0.233 -0.880 0.000 -0.346 -0.004 1 0.01 0.00 0.02
1D 50 -2.188 0.208 -0.880 0.000 -0.346 0.001 1 0.01 0.00 0.02
1E 50 0.319 -0.233 0.665 0.000 0.420 -0.004 1 0.01 0.00 0.02
1F 50 0.319 0.208 0.665 0.000 0.420 0.001 1 0.01 0.00 0.02
1G 50 0.319 -0.233 -0.880 0.000 -0.346 -0.004 1 0.01 0.00 0.02
1H 50 0.319 0.208 -0.880 0.000 -0.346 0.001 1 0.01 0.00 0.02
1I 50 -1.596 -0.081 1.062 0.000 0.617 -0.003 1 0.01 0.00 0.03
1J 50 -1.596 0.056 1.062 0.000 0.617 -0.001 1 0.01 0.00 0.03
1K 50 -1.596 -0.081 -1.278 0.000 -0.543 -0.003 1 0.01 0.00 0.03
1L 50 -1.596 0.056 -1.278 0.000 -0.543 -0.001 1 0.01 0.00 0.03
1M 50 -0.272 -0.081 1.062 0.000 0.617 -0.003 1 0.01 0.00 0.03
1N 50 -0.272 0.056 1.062 0.000 0.617 -0.001 1 0.01 0.00 0.03
1O 50 -0.272 -0.081 -1.278 0.000 -0.543 -0.003 1 0.01 0.00 0.03
1P 50 -0.272 0.056 -1.278 0.000 -0.543 -0.001 1 0.01 0.00 0.03
2 50 -9.398 -0.240 0.225 0.000 1.271 -0.035 1 0.00 0.02 0.06
7 50 3.660 0.113 -1.935 0.000 -1.408 0.016 1 0.02 0.01 0.06
1A 100 -2.106 -0.233 0.665 0.000 0.087 -0.121 1 0.01 0.00 0.01
1B 100 -2.106 0.208 0.665 0.000 0.087 0.105 1 0.01 0.00 0.01
1C 100 -2.106 -0.233 -0.880 0.000 0.094 -0.121 1 0.01 0.00 0.01
1D 100 -2.106 0.208 -0.880 0.000 0.094 0.105 1 0.01 0.00 0.01
1E 100 0.401 -0.233 0.665 0.000 0.087 -0.121 1 0.01 0.00 0.01
1F 100 0.401 0.208 0.665 0.000 0.087 0.105 1 0.01 0.00 0.01
1G 100 0.401 -0.233 -0.880 0.000 0.094 -0.121 1 0.01 0.00 0.01
1H 100 0.401 0.208 -0.880 0.000 0.094 0.105 1 0.01 0.00 0.01
1I 100 -1.515 -0.081 1.062 0.000 0.086 -0.043 1 0.01 0.00 0.00
1J 100 -1.515 0.056 1.062 0.000 0.086 0.027 1 0.01 0.00 0.00
1K 100 -1.515 -0.081 -1.278 0.000 0.095 -0.043 1 0.01 0.00 0.00
1L 100 -1.515 0.056 -1.278 0.000 0.095 0.027 1 0.01 0.00 0.00
1M 100 -0.191 -0.081 1.062 0.000 0.086 -0.043 1 0.01 0.00 0.00
1N 100 -0.191 0.056 1.062 0.000 0.086 0.027 1 0.01 0.00 0.00
1O 100 -0.191 -0.081 -1.278 0.000 0.095 -0.043 1 0.01 0.00 0.00
1P 100 -0.191 0.056 -1.278 0.000 0.095 0.027 1 0.01 0.00 0.00
2 100 -9.292 -0.240 0.225 0.000 1.158 -0.155 1 0.00 0.02 0.05
7 100 3.741 0.113 -1.935 0.000 -0.440 0.073 1 0.02 0.01 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -2.269 0.752 -0.121 1 0.8637 1.0001 0.9959 0.9999 0.9806 0.00 0.04 0.05 Snell. 'yx'= 40
1B -2.269 0.752 0.105 1 0.8637 1.0001 0.9959 0.9999 0.9806 0.00 0.04 0.05 Snell. 'yx'= 40
1C -2.269 -0.786 -0.121 1 0.8637 0.9997 0.9959 0.9999 0.9862 0.00 0.04 0.05 Snell. 'yx'= 40
1D -2.269 -0.786 0.105 1 0.8637 0.9997 0.9959 0.9999 0.9862 0.00 0.04 0.05 Snell. 'yx'= 40
1E 0.401 0.752 -0.121 1 0.8637 0.0000 0.0000 0.0000 0.9806 -- 0.03 -- Snell. 'yx'= 40
1F 0.401 0.752 0.105 1 0.8637 0.0000 0.0000 0.0000 0.9806 -- 0.03 -- Snell. 'yx'= 40
1G 0.401 -0.786 -0.121 1 0.8637 0.0000 0.0000 0.0000 0.9862 -- 0.04 -- Snell. 'yx'= 40
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 104
1H 0.401 -0.786 0.105 1 0.8637 0.0000 0.0000 0.0000 0.9862 -- 0.04 -- Snell. 'yx'= 40
1I -1.678 1.148 -0.043 1 0.8637 1.0000 0.9970 0.9999 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1J -1.678 1.148 -0.029 1 0.8637 1.0000 0.9970 0.9999 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1K -1.678 -1.182 -0.043 1 0.8637 0.9998 0.9970 0.9999 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1L -1.678 -1.182 -0.029 1 0.8637 0.9998 0.9970 0.9999 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1M -0.354 1.148 -0.043 1 0.8637 1.0000 0.9994 1.0000 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1N -0.354 1.148 -0.029 1 0.8637 1.0000 0.9994 1.0000 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1O -0.354 -1.182 -0.043 1 0.8637 1.0000 0.9994 1.0000 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1P -0.354 -1.182 -0.029 1 0.8637 1.0000 0.9994 1.0000 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
2 -9.504 1.383 -0.155 1 0.8637 1.0053 0.9869 1.0000 0.9628 0.02 0.07 0.10 Snell. 'yx'= 40
7 3.741 -2.375 0.073 1 0.8637 0.0000 0.0000 0.0000 0.9789 -- 0.11 -- Snell. 'yx'= 40
ASTA NUM. 11 NI 31 NF 17 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -5.392 -0.328 0.409 0.000 0.382 0.172 1 0.00 0.01 0.02
1B 0 -5.392 0.296 0.409 0.000 0.382 -0.156 1 0.00 0.01 0.02
1C 0 -5.392 -0.328 -0.433 0.000 -0.345 0.172 1 0.00 0.01 0.02
1D 0 -5.392 0.296 -0.433 0.000 -0.345 -0.156 1 0.00 0.01 0.02
1E 0 1.966 -0.328 0.409 0.000 0.382 0.172 1 0.00 0.00 0.02
1F 0 1.966 0.296 0.409 0.000 0.382 -0.156 1 0.00 0.00 0.02
1G 0 1.966 -0.328 -0.433 0.000 -0.345 0.172 1 0.00 0.00 0.02
1H 0 1.966 0.296 -0.433 0.000 -0.345 -0.156 1 0.00 0.00 0.02
1I 0 -3.140 -0.113 0.632 0.000 0.564 0.059 1 0.01 0.01 0.03
1J 0 -3.140 0.081 0.632 0.000 0.564 -0.043 1 0.01 0.01 0.03
1K 0 -3.140 -0.113 -0.655 0.000 -0.527 0.059 1 0.01 0.01 0.02
1L 0 -3.140 0.081 -0.655 0.000 -0.527 -0.043 1 0.01 0.01 0.02
1M 0 -0.286 -0.113 0.632 0.000 0.564 0.059 1 0.01 0.00 0.03
1N 0 -0.286 0.081 0.632 0.000 0.564 -0.043 1 0.01 0.00 0.03
1O 0 -0.286 -0.113 -0.655 0.000 -0.527 0.059 1 0.01 0.00 0.02
1P 0 -0.286 0.081 -0.655 0.000 -0.527 -0.043 1 0.01 0.00 0.02
2 0 -12.070 -0.103 -1.007 0.000 0.791 0.053 1 0.01 0.02 0.04
7 0 3.794 0.030 1.463 0.000 -1.082 -0.016 1 0.01 0.01 0.05
1A 50 -5.310 -0.328 0.409 0.000 0.599 0.008 1 0.00 0.01 0.03
1B 50 -5.310 0.296 0.409 0.000 0.599 -0.008 1 0.00 0.01 0.03
1C 50 -5.310 -0.328 -0.433 0.000 -0.549 0.008 1 0.00 0.01 0.03
1D 50 -5.310 0.296 -0.433 0.000 -0.549 -0.008 1 0.00 0.01 0.03
1E 50 2.048 -0.328 0.409 0.000 0.599 0.008 1 0.00 0.00 0.03
1F 50 2.048 0.296 0.409 0.000 0.599 -0.008 1 0.00 0.00 0.03
1G 50 2.048 -0.328 -0.433 0.000 -0.549 0.008 1 0.00 0.00 0.03
1H 50 2.048 0.296 -0.433 0.000 -0.549 -0.008 1 0.00 0.00 0.03
1I 50 -3.058 -0.113 0.632 0.000 0.892 0.003 1 0.01 0.01 0.04
1J 50 -3.058 0.081 0.632 0.000 0.892 -0.003 1 0.01 0.01 0.04
1K 50 -3.058 -0.113 -0.655 0.000 -0.843 0.003 1 0.01 0.01 0.04
1L 50 -3.058 0.081 -0.655 0.000 -0.843 -0.003 1 0.01 0.01 0.04
1M 50 -0.204 -0.113 0.632 0.000 0.892 0.003 1 0.01 0.00 0.04
1N 50 -0.204 0.081 0.632 0.000 0.892 -0.003 1 0.01 0.00 0.04
1O 50 -0.204 -0.113 -0.655 0.000 -0.843 0.003 1 0.01 0.00 0.04
1P 50 -0.204 0.081 -0.655 0.000 -0.843 -0.003 1 0.01 0.00 0.04
2 50 -11.965 -0.103 -1.007 0.000 1.295 0.002 1 0.01 0.02 0.06
7 50 3.876 0.030 1.463 0.000 -1.813 -0.001 1 0.01 0.01 0.08
1A 100 -5.228 -0.328 0.409 0.000 0.815 -0.156 1 0.00 0.01 0.04
1B 100 -5.228 0.296 0.409 0.000 0.815 0.140 1 0.00 0.01 0.04
1C 100 -5.228 -0.328 -0.433 0.000 -0.754 -0.156 1 0.00 0.01 0.03
1D 100 -5.228 0.296 -0.433 0.000 -0.754 0.140 1 0.00 0.01 0.03
1E 100 2.130 -0.328 0.409 0.000 0.815 -0.156 1 0.00 0.00 0.04
1F 100 2.130 0.296 0.409 0.000 0.815 0.140 1 0.00 0.00 0.04
1G 100 2.130 -0.328 -0.433 0.000 -0.754 -0.156 1 0.00 0.00 0.03
1H 100 2.130 0.296 -0.433 0.000 -0.754 0.140 1 0.00 0.00 0.03
1I 100 -2.976 -0.113 0.632 0.000 1.220 -0.054 1 0.01 0.01 0.06
1J 100 -2.976 0.081 0.632 0.000 1.220 0.038 1 0.01 0.01 0.06
1K 100 -2.976 -0.113 -0.655 0.000 -1.159 -0.054 1 0.01 0.01 0.05
1L 100 -2.976 0.081 -0.655 0.000 -1.159 0.038 1 0.01 0.01 0.05
1M 100 -0.122 -0.113 0.632 0.000 1.220 -0.054 1 0.01 0.00 0.06
1N 100 -0.122 0.081 0.632 0.000 1.220 0.038 1 0.01 0.00 0.06
1O 100 -0.122 -0.113 -0.655 0.000 -1.159 -0.054 1 0.01 0.00 0.05
1P 100 -0.122 0.081 -0.655 0.000 -1.159 0.038 1 0.01 0.00 0.05
2 100 -11.860 -0.103 -1.007 0.000 1.798 -0.050 1 0.01 0.02 0.08
7 100 3.958 0.030 1.463 0.000 -2.544 0.014 1 0.01 0.01 0.12
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -5.392 0.815 0.172 1 0.8637 1.0016 0.9904 0.9998 0.9717 0.01 0.04 0.06 Snell. 'yx'= 40
1B -5.392 0.815 -0.156 1 0.8637 1.0016 0.9904 0.9998 0.9717 0.01 0.04 0.06 Snell. 'yx'= 40
1C -5.392 -0.754 0.172 1 0.8637 1.0015 0.9904 0.9998 0.9721 0.01 0.04 0.06 Snell. 'yx'= 40
1D -5.392 -0.754 -0.156 1 0.8637 1.0015 0.9904 0.9998 0.9721 0.01 0.04 0.06 Snell. 'yx'= 40
1E 2.130 0.815 0.172 1 0.8637 0.0000 0.0000 0.0000 0.9717 -- 0.04 -- Snell. 'yx'= 40
1F 2.130 0.815 -0.156 1 0.8637 0.0000 0.0000 0.0000 0.9717 -- 0.04 -- Snell. 'yx'= 40
1G 2.130 -0.754 0.172 1 0.8637 0.0000 0.0000 0.0000 0.9721 -- 0.03 -- Snell. 'yx'= 40
1H 2.130 -0.754 -0.156 1 0.8637 0.0000 0.0000 0.0000 0.9721 -- 0.03 -- Snell. 'yx'= 40
1I -3.140 1.220 0.059 1 0.8637 1.0009 0.9944 0.9999 0.9719 0.01 0.06 0.07 Snell. 'yx'= 40
1J -3.140 1.220 -0.043 1 0.8637 1.0009 0.9944 0.9999 0.9719 0.01 0.06 0.07 Snell. 'yx'= 40
1K -3.140 -1.159 0.059 1 0.8637 1.0009 0.9944 0.9999 0.9721 0.01 0.05 0.07 Snell. 'yx'= 40
1L -3.140 -1.159 -0.043 1 0.8637 1.0009 0.9944 0.9999 0.9721 0.01 0.05 0.06 Snell. 'yx'= 40
1M -0.286 1.220 0.059 1 0.8637 1.0001 0.9995 1.0000 0.9719 0.00 0.06 0.06 Snell. 'yx'= 40
1N -0.286 1.220 -0.043 1 0.8637 1.0001 0.9995 1.0000 0.9719 0.00 0.06 0.06 Snell. 'yx'= 40
1O -0.286 -1.159 0.059 1 0.8637 1.0001 0.9995 1.0000 0.9721 0.00 0.05 0.06 Snell. 'yx'= 40
1P -0.286 -1.159 -0.043 1 0.8637 1.0001 0.9995 1.0000 0.9721 0.00 0.05 0.06 Snell. 'yx'= 40
2 -12.070 1.798 0.053 1 0.8637 1.0033 0.9784 0.9995 0.9725 0.03 0.09 0.11 Snell. 'yx'= 40
7 3.958 -2.544 -0.016 1 0.8637 0.0000 0.0000 0.0000 0.9729 -- 0.12 -- Snell. 'yx'= 40
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 105
ASTA NUM. 12 NI 49 NF 37 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -9.131 -0.437 0.192 0.000 0.422 0.483 1 0.00 0.02 0.05
1B 0 -9.131 0.411 0.192 0.000 0.422 -0.452 1 0.00 0.02 0.04
1C 0 -9.131 -0.437 -0.169 0.000 -0.482 0.483 1 0.00 0.02 0.05
1D 0 -9.131 0.411 -0.169 0.000 -0.482 -0.452 1 0.00 0.02 0.04
1E 0 5.353 -0.437 0.192 0.000 0.422 0.483 1 0.00 0.01 0.05
1F 0 5.353 0.411 0.192 0.000 0.422 -0.452 1 0.00 0.01 0.04
1G 0 5.353 -0.437 -0.169 0.000 -0.482 0.483 1 0.00 0.01 0.05
1H 0 5.353 0.411 -0.169 0.000 -0.482 -0.452 1 0.00 0.01 0.04
1I 0 -4.424 -0.144 0.287 0.000 0.662 0.160 1 0.00 0.01 0.03
1J 0 -4.424 0.118 0.287 0.000 0.662 -0.129 1 0.00 0.01 0.03
1K 0 -4.424 -0.144 -0.264 0.000 -0.723 0.160 1 0.00 0.01 0.03
1L 0 -4.424 0.118 -0.264 0.000 -0.723 -0.129 1 0.00 0.01 0.03
1M 0 0.646 -0.144 0.287 0.000 0.662 0.160 1 0.00 0.00 0.03
1N 0 0.646 0.118 0.287 0.000 0.662 -0.129 1 0.00 0.00 0.03
1O 0 0.646 -0.144 -0.264 0.000 -0.723 0.160 1 0.00 0.00 0.03
1P 0 0.646 0.118 -0.264 0.000 -0.723 -0.129 1 0.00 0.00 0.03
2 0 -12.160 -0.091 -0.142 0.000 -1.063 0.105 1 0.00 0.02 0.05
7 0 2.256 0.017 0.451 0.000 1.460 -0.019 1 0.00 0.00 0.07
1A 100 -8.968 -0.437 0.192 0.000 0.230 0.046 1 0.00 0.02 0.01
1B 100 -8.968 0.411 0.192 0.000 0.230 -0.041 1 0.00 0.02 0.01
1C 100 -8.968 -0.437 -0.169 0.000 -0.314 0.046 1 0.00 0.02 0.01
1D 100 -8.968 0.411 -0.169 0.000 -0.314 -0.041 1 0.00 0.02 0.01
1E 100 5.516 -0.437 0.192 0.000 0.230 0.046 1 0.00 0.01 0.01
1F 100 5.516 0.411 0.192 0.000 0.230 -0.041 1 0.00 0.01 0.01
1G 100 5.516 -0.437 -0.169 0.000 -0.314 0.046 1 0.00 0.01 0.01
1H 100 5.516 0.411 -0.169 0.000 -0.314 -0.041 1 0.00 0.01 0.01
1I 100 -4.261 -0.144 0.287 0.000 0.375 0.016 1 0.00 0.01 0.02
1J 100 -4.261 0.118 0.287 0.000 0.375 -0.011 1 0.00 0.01 0.02
1K 100 -4.261 -0.144 -0.264 0.000 -0.459 0.016 1 0.00 0.01 0.02
1L 100 -4.261 0.118 -0.264 0.000 -0.459 -0.011 1 0.00 0.01 0.02
1M 100 0.809 -0.144 0.287 0.000 0.375 0.016 1 0.00 0.00 0.02
1N 100 0.809 0.118 0.287 0.000 0.375 -0.011 1 0.00 0.00 0.02
1O 100 0.809 -0.144 -0.264 0.000 -0.459 0.016 1 0.00 0.00 0.02
1P 100 0.809 0.118 -0.264 0.000 -0.459 -0.011 1 0.00 0.00 0.02
2 100 -11.945 -0.091 -0.142 0.000 -0.922 0.014 1 0.00 0.02 0.04
7 100 2.419 0.017 0.451 0.000 1.009 -0.002 1 0.00 0.00 0.05
1A 200 -8.805 -0.437 0.192 0.000 0.037 -0.391 1 0.00 0.02 0.04
1B 200 -8.805 0.411 0.192 0.000 0.037 0.370 1 0.00 0.02 0.03
1C 200 -8.805 -0.437 -0.169 0.000 -0.145 -0.391 1 0.00 0.02 0.04
1D 200 -8.805 0.411 -0.169 0.000 -0.145 0.370 1 0.00 0.02 0.03
1E 200 5.679 -0.437 0.192 0.000 0.037 -0.391 1 0.00 0.01 0.04
1F 200 5.679 0.411 0.192 0.000 0.037 0.370 1 0.00 0.01 0.03
1G 200 5.679 -0.437 -0.169 0.000 -0.145 -0.391 1 0.00 0.01 0.04
1H 200 5.679 0.411 -0.169 0.000 -0.145 0.370 1 0.00 0.01 0.03
1I 200 -4.098 -0.144 0.287 0.000 0.088 -0.128 1 0.00 0.01 0.01
1J 200 -4.098 0.118 0.287 0.000 0.088 0.107 1 0.00 0.01 0.01
1K 200 -4.098 -0.144 -0.264 0.000 -0.196 -0.128 1 0.00 0.01 0.01
1L 200 -4.098 0.118 -0.264 0.000 -0.196 0.107 1 0.00 0.01 0.01
1M 200 0.972 -0.144 0.287 0.000 0.088 -0.128 1 0.00 0.00 0.01
1N 200 0.972 0.118 0.287 0.000 0.088 0.107 1 0.00 0.00 0.01
1O 200 0.972 -0.144 -0.264 0.000 -0.196 -0.128 1 0.00 0.00 0.01
1P 200 0.972 0.118 -0.264 0.000 -0.196 0.107 1 0.00 0.00 0.01
2 200 -11.730 -0.091 -0.142 0.000 -0.780 -0.077 1 0.00 0.02 0.04
7 200 2.582 0.017 0.451 0.000 0.557 0.015 1 0.00 0.00 0.03
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -9.131 0.422 0.483 1 0.5845 1.0030 0.9759 0.9952 0.9363 0.03 0.09 0.09 Snell. 'yx'= 80
1B -9.131 0.422 -0.452 1 0.5845 1.0030 0.9759 0.9952 0.9363 0.03 0.09 0.09 Snell. 'yx'= 80
1C -9.131 -0.482 0.483 1 0.5845 1.0061 0.9759 0.9952 0.9253 0.03 0.10 0.09 Snell. 'yx'= 80
1D -9.131 -0.482 -0.452 1 0.5845 1.0061 0.9759 0.9952 0.9253 0.03 0.09 0.09 Snell. 'yx'= 80
1E 5.679 0.422 0.483 1 0.5845 0.0000 0.0000 0.0000 0.9363 -- 0.01 -- Snell. 'yx'= 80
1F 5.679 0.422 -0.452 1 0.5845 0.0000 0.0000 0.0000 0.9363 -- 0.01 -- Snell. 'yx'= 80
1G 5.679 -0.482 0.483 1 0.5845 0.0000 0.0000 0.0000 0.9253 -- 0.02 -- Snell. 'yx'= 80
1H 5.679 -0.482 -0.452 1 0.5845 0.0000 0.0000 0.0000 0.9253 -- 0.02 -- Snell. 'yx'= 80
1I -4.424 0.662 0.160 1 0.5845 1.0018 0.9883 0.9977 0.9342 0.01 0.06 0.06 Snell. 'yx'= 80
1J -4.424 0.662 -0.129 1 0.5845 1.0018 0.9883 0.9977 0.9342 0.01 0.06 0.06 Snell. 'yx'= 80
1K -4.424 -0.723 0.160 1 0.5845 1.0028 0.9883 0.9977 0.9268 0.01 0.06 0.06 Snell. 'yx'= 80
1L -4.424 -0.723 -0.129 1 0.5845 1.0028 0.9883 0.9977 0.9268 0.01 0.06 0.06 Snell. 'yx'= 80
1M 0.972 0.662 0.160 1 0.5845 0.0000 0.0000 0.0000 0.9342 -- 0.03 -- Snell. 'yx'= 80
1N 0.972 0.662 -0.129 1 0.5845 0.0000 0.0000 0.0000 0.9342 -- 0.03 -- Snell. 'yx'= 80
1O 0.972 -0.723 0.160 1 0.5845 0.0000 0.0000 0.0000 0.9268 -- 0.03 -- Snell. 'yx'= 80
1P 0.972 -0.723 -0.129 1 0.5845 0.0000 0.0000 0.0000 0.9268 -- 0.03 -- Snell. 'yx'= 80
2 -12.160 -1.063 0.105 1 0.5845 1.0167 0.9679 0.9939 0.9013 0.04 0.10 0.10 Snell. 'yx'= 80
7 2.582 1.460 -0.019 1 0.5845 0.0000 0.0000 0.0000 0.9212 -- 0.07 -- Snell. 'yx'= 80
ASTA NUM. 13 NI 42 NF 25 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -3.337 -0.338 0.153 0.000 0.036 0.161 1 0.00 0.01 0.01
1B 0 -3.337 0.402 0.153 0.000 0.036 -0.186 1 0.00 0.01 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 106
1C 0 -3.337 -0.338 -0.131 0.000 -0.144 0.161 1 0.00 0.01 0.02
1D 0 -3.337 0.402 -0.131 0.000 -0.144 -0.186 1 0.00 0.01 0.02
1E 0 0.603 -0.338 0.153 0.000 0.036 0.161 1 0.00 0.00 0.01
1F 0 0.603 0.402 0.153 0.000 0.036 -0.186 1 0.00 0.00 0.02
1G 0 0.603 -0.338 -0.131 0.000 -0.144 0.161 1 0.00 0.00 0.02
1H 0 0.603 0.402 -0.131 0.000 -0.144 -0.186 1 0.00 0.00 0.02
1I 0 -2.266 -0.088 0.231 0.000 0.088 0.043 1 0.00 0.00 0.00
1J 0 -2.266 0.152 0.231 0.000 0.088 -0.068 1 0.00 0.00 0.01
1K 0 -2.266 -0.088 -0.209 0.000 -0.196 0.043 1 0.00 0.00 0.01
1L 0 -2.266 0.152 -0.209 0.000 -0.196 -0.068 1 0.00 0.00 0.01
1M 0 -0.468 -0.088 0.231 0.000 0.088 0.043 1 0.00 0.00 0.00
1N 0 -0.468 0.152 0.231 0.000 0.088 -0.068 1 0.00 0.00 0.01
1O 0 -0.468 -0.088 -0.209 0.000 -0.196 0.043 1 0.00 0.00 0.01
1P 0 -0.468 0.152 -0.209 0.000 -0.196 -0.068 1 0.00 0.00 0.01
2 0 -10.440 0.289 -0.142 0.000 -0.781 -0.101 1 0.00 0.02 0.04
7 0 2.352 -0.073 0.451 0.000 0.557 0.023 1 0.00 0.00 0.03
1A 50 -3.256 -0.338 0.153 0.000 -0.041 -0.008 1 0.00 0.01 0.00
1B 50 -3.256 0.402 0.153 0.000 -0.041 0.015 1 0.00 0.01 0.00
1C 50 -3.256 -0.338 -0.131 0.000 -0.079 -0.008 1 0.00 0.01 0.00
1D 50 -3.256 0.402 -0.131 0.000 -0.079 0.015 1 0.00 0.01 0.00
1E 50 0.685 -0.338 0.153 0.000 -0.041 -0.008 1 0.00 0.00 0.00
1F 50 0.685 0.402 0.153 0.000 -0.041 0.015 1 0.00 0.00 0.00
1G 50 0.685 -0.338 -0.131 0.000 -0.079 -0.008 1 0.00 0.00 0.00
1H 50 0.685 0.402 -0.131 0.000 -0.079 0.015 1 0.00 0.00 0.00
1I 50 -2.184 -0.088 0.231 0.000 -0.028 -0.001 1 0.00 0.00 0.00
1J 50 -2.184 0.152 0.231 0.000 -0.028 0.008 1 0.00 0.00 0.00
1K 50 -2.184 -0.088 -0.209 0.000 -0.091 -0.001 1 0.00 0.00 0.00
1L 50 -2.184 0.152 -0.209 0.000 -0.091 0.008 1 0.00 0.00 0.00
1M 50 -0.387 -0.088 0.231 0.000 -0.028 -0.001 1 0.00 0.00 0.00
1N 50 -0.387 0.152 0.231 0.000 -0.028 0.008 1 0.00 0.00 0.00
1O 50 -0.387 -0.088 -0.209 0.000 -0.091 -0.001 1 0.00 0.00 0.00
1P 50 -0.387 0.152 -0.209 0.000 -0.091 0.008 1 0.00 0.00 0.00
2 50 -10.330 0.289 -0.142 0.000 -0.709 0.043 1 0.00 0.02 0.03
7 50 2.434 -0.073 0.451 0.000 0.332 -0.013 1 0.00 0.00 0.02
1A 100 -3.174 -0.338 0.153 0.000 -0.118 -0.177 1 0.00 0.01 0.02
1B 100 -3.174 0.402 0.153 0.000 -0.118 0.216 1 0.00 0.01 0.02
1C 100 -3.174 -0.338 -0.131 0.000 -0.013 -0.177 1 0.00 0.01 0.02
1D 100 -3.174 0.402 -0.131 0.000 -0.013 0.216 1 0.00 0.01 0.02
1E 100 0.766 -0.338 0.153 0.000 -0.118 -0.177 1 0.00 0.00 0.02
1F 100 0.766 0.402 0.153 0.000 -0.118 0.216 1 0.00 0.00 0.02
1G 100 0.766 -0.338 -0.131 0.000 -0.013 -0.177 1 0.00 0.00 0.02
1H 100 0.766 0.402 -0.131 0.000 -0.013 0.216 1 0.00 0.00 0.02
1I 100 -2.103 -0.088 0.231 0.000 -0.144 -0.045 1 0.00 0.00 0.01
1J 100 -2.103 0.152 0.231 0.000 -0.144 0.084 1 0.00 0.00 0.01
1K 100 -2.103 -0.088 -0.209 0.000 0.013 -0.045 1 0.00 0.00 0.00
1L 100 -2.103 0.152 -0.209 0.000 0.013 0.084 1 0.00 0.00 0.01
1M 100 -0.305 -0.088 0.231 0.000 -0.144 -0.045 1 0.00 0.00 0.01
1N 100 -0.305 0.152 0.231 0.000 -0.144 0.084 1 0.00 0.00 0.01
1O 100 -0.305 -0.088 -0.209 0.000 0.013 -0.045 1 0.00 0.00 0.00
1P 100 -0.305 0.152 -0.209 0.000 0.013 0.084 1 0.00 0.00 0.01
2 100 -10.220 0.289 -0.142 0.000 -0.638 0.188 1 0.00 0.02 0.03
7 100 2.515 -0.073 0.451 0.000 0.107 -0.049 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -3.337 -0.118 -0.177 1 0.8637 0.9991 0.9940 0.9999 0.9901 0.01 0.01 0.03 Snell. 'yx'= 40
1B -3.337 -0.118 0.216 1 0.8637 0.9991 0.9941 0.9999 0.9901 0.01 0.01 0.03 Snell. 'yx'= 40
1C -3.337 -0.144 -0.177 1 0.8637 1.0001 0.9940 0.9999 0.9812 0.01 0.01 0.03 Snell. 'yx'= 40
1D -3.337 -0.144 0.216 1 0.8637 1.0001 0.9941 0.9999 0.9812 0.01 0.01 0.03 Snell. 'yx'= 40
1E 0.766 -0.118 -0.177 1 0.8637 0.0000 0.0000 0.0000 0.9901 -- 0.00 -- Snell. 'yx'= 40
1F 0.766 -0.118 0.216 1 0.8637 0.0000 0.0000 0.0000 0.9901 -- 0.00 -- Snell. 'yx'= 40
1G 0.766 -0.144 -0.177 1 0.8637 0.0000 0.0000 0.0000 0.9812 -- 0.01 -- Snell. 'yx'= 40
1H 0.766 -0.144 0.216 1 0.8637 0.0000 0.0000 0.0000 0.9812 -- 0.01 -- Snell. 'yx'= 40
1I -2.266 -0.144 -0.045 1 0.8637 0.9989 0.9960 0.9999 0.9944 0.00 0.01 0.02 Snell. 'yx'= 40
1J -2.266 -0.144 0.084 1 0.8637 0.9989 0.9961 0.9999 0.9944 0.00 0.01 0.02 Snell. 'yx'= 40
1K -2.266 -0.196 -0.045 1 0.8637 0.9998 0.9960 0.9999 0.9850 0.00 0.01 0.02 Snell. 'yx'= 40
1L -2.266 -0.196 0.084 1 0.8637 0.9998 0.9961 0.9999 0.9850 0.00 0.01 0.02 Snell. 'yx'= 40
1M -0.468 -0.144 -0.045 1 0.8637 0.9998 0.9992 1.0000 0.9944 0.00 0.01 0.01 Snell. 'yx'= 40
1N -0.468 -0.144 0.084 1 0.8637 0.9998 0.9992 1.0000 0.9944 0.00 0.01 0.02 Snell. 'yx'= 40
1O -0.468 -0.196 -0.045 1 0.8637 1.0000 0.9992 1.0000 0.9850 0.00 0.01 0.01 Snell. 'yx'= 40
1P -0.468 -0.196 0.084 1 0.8637 1.0000 0.9992 1.0000 0.9850 0.00 0.01 0.02 Snell. 'yx'= 40
2 -10.440 -0.781 0.188 1 0.8637 1.0057 0.9858 1.0000 0.9632 0.02 0.04 0.08 Snell. 'yx'= 40
7 2.515 0.557 -0.049 1 0.8637 0.0000 0.0000 0.0000 0.9787 -- 0.02 -- Snell. 'yx'= 40
ASTA NUM. 14 NI 48 NF 36 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -10.370 -0.342 0.459 0.000 0.575 0.388 1 0.00 0.02 0.04
1B 0 -10.370 0.369 0.459 0.000 0.575 -0.420 1 0.00 0.02 0.04
1C 0 -10.370 -0.342 -0.482 0.000 -0.583 0.388 1 0.00 0.02 0.04
1D 0 -10.370 0.369 -0.482 0.000 -0.583 -0.420 1 0.00 0.02 0.04
1E 0 5.904 -0.342 0.459 0.000 0.575 0.388 1 0.00 0.01 0.04
1F 0 5.904 0.369 0.459 0.000 0.575 -0.420 1 0.00 0.01 0.04
1G 0 5.904 -0.342 -0.482 0.000 -0.583 0.388 1 0.00 0.01 0.04
1H 0 5.904 0.369 -0.482 0.000 -0.583 -0.420 1 0.00 0.01 0.04
1I 0 -5.044 -0.096 0.700 0.000 0.874 0.109 1 0.01 0.01 0.04
1J 0 -5.044 0.124 0.700 0.000 0.874 -0.141 1 0.01 0.01 0.04
1K 0 -5.044 -0.096 -0.723 0.000 -0.882 0.109 1 0.01 0.01 0.04
1L 0 -5.044 0.124 -0.723 0.000 -0.882 -0.141 1 0.01 0.01 0.04
1M 0 0.578 -0.096 0.700 0.000 0.874 0.109 1 0.01 0.00 0.04
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 107
1N 0 0.578 0.124 0.700 0.000 0.874 -0.141 1 0.01 0.00 0.04
1O 0 0.578 -0.096 -0.723 0.000 -0.882 0.109 1 0.01 0.00 0.04
1P 0 0.578 0.124 -0.723 0.000 -0.882 -0.141 1 0.01 0.00 0.04
2 0 -13.830 0.100 -1.007 0.000 -1.221 -0.115 1 0.01 0.02 0.06
7 0 3.897 -0.034 1.463 0.000 1.844 0.038 1 0.01 0.01 0.08
1A 100 -10.207 -0.342 0.459 0.000 0.116 0.046 1 0.00 0.02 0.01
1B 100 -10.207 0.369 0.459 0.000 0.116 -0.051 1 0.00 0.02 0.01
1C 100 -10.207 -0.342 -0.482 0.000 -0.100 0.046 1 0.00 0.02 0.00
1D 100 -10.207 0.369 -0.482 0.000 -0.100 -0.051 1 0.00 0.02 0.00
1E 100 6.067 -0.342 0.459 0.000 0.116 0.046 1 0.00 0.01 0.01
1F 100 6.067 0.369 0.459 0.000 0.116 -0.051 1 0.00 0.01 0.01
1G 100 6.067 -0.342 -0.482 0.000 -0.100 0.046 1 0.00 0.01 0.00
1H 100 6.067 0.369 -0.482 0.000 -0.100 -0.051 1 0.00 0.01 0.00
1I 100 -4.881 -0.096 0.700 0.000 0.174 0.013 1 0.01 0.01 0.01
1J 100 -4.881 0.124 0.700 0.000 0.174 -0.018 1 0.01 0.01 0.01
1K 100 -4.881 -0.096 -0.723 0.000 -0.159 0.013 1 0.01 0.01 0.01
1L 100 -4.881 0.124 -0.723 0.000 -0.159 -0.018 1 0.01 0.01 0.01
1M 100 0.741 -0.096 0.700 0.000 0.174 0.013 1 0.01 0.00 0.01
1N 100 0.741 0.124 0.700 0.000 0.174 -0.018 1 0.01 0.00 0.01
1O 100 0.741 -0.096 -0.723 0.000 -0.159 0.013 1 0.01 0.00 0.01
1P 100 0.741 0.124 -0.723 0.000 -0.159 -0.018 1 0.01 0.00 0.01
2 100 -13.615 0.100 -1.007 0.000 -0.215 -0.015 1 0.01 0.02 0.01
7 100 4.061 -0.034 1.463 0.000 0.381 0.004 1 0.01 0.01 0.02
1A 200 -10.044 -0.342 0.459 0.000 -0.344 -0.296 1 0.00 0.02 0.03
1B 200 -10.044 0.369 0.459 0.000 -0.344 0.318 1 0.00 0.02 0.03
1C 200 -10.044 -0.342 -0.482 0.000 0.382 -0.296 1 0.00 0.02 0.03
1D 200 -10.044 0.369 -0.482 0.000 0.382 0.318 1 0.00 0.02 0.03
1E 200 6.230 -0.342 0.459 0.000 -0.344 -0.296 1 0.00 0.01 0.03
1F 200 6.230 0.369 0.459 0.000 -0.344 0.318 1 0.00 0.01 0.03
1G 200 6.230 -0.342 -0.482 0.000 0.382 -0.296 1 0.00 0.01 0.03
1H 200 6.230 0.369 -0.482 0.000 0.382 0.318 1 0.00 0.01 0.03
1I 200 -4.718 -0.096 0.700 0.000 -0.526 -0.084 1 0.01 0.01 0.02
1J 200 -4.718 0.124 0.700 0.000 -0.526 0.106 1 0.01 0.01 0.02
1K 200 -4.718 -0.096 -0.723 0.000 0.564 -0.084 1 0.01 0.01 0.03
1L 200 -4.718 0.124 -0.723 0.000 0.564 0.106 1 0.01 0.01 0.03
1M 200 0.904 -0.096 0.700 0.000 -0.526 -0.084 1 0.01 0.00 0.02
1N 200 0.904 0.124 0.700 0.000 -0.526 0.106 1 0.01 0.00 0.02
1O 200 0.904 -0.096 -0.723 0.000 0.564 -0.084 1 0.01 0.00 0.03
1P 200 0.904 0.124 -0.723 0.000 0.564 0.106 1 0.01 0.00 0.03
2 200 -13.400 0.100 -1.007 0.000 0.792 0.085 1 0.01 0.02 0.04
7 200 4.224 -0.034 1.463 0.000 -1.082 -0.030 1 0.01 0.01 0.05
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -10.370 0.575 0.388 1 0.5845 0.9919 0.9726 0.9947 0.9616 0.03 0.03 0.09 Snell. 'yx'= 80
1B -10.370 0.575 -0.420 1 0.5845 0.9919 0.9726 0.9947 0.9616 0.03 0.03 0.10 Snell. 'yx'= 80
1C -10.370 -0.583 0.388 1 0.5845 0.9909 0.9726 0.9947 0.9624 0.03 0.03 0.09 Snell. 'yx'= 80
1D -10.370 -0.583 -0.420 1 0.5845 0.9909 0.9726 0.9947 0.9624 0.03 0.03 0.10 Snell. 'yx'= 80
1E 6.230 0.575 0.388 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.02 -- Snell. 'yx'= 80
1F 6.230 0.575 -0.420 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.02 -- Snell. 'yx'= 80
1G 6.230 -0.583 0.388 1 0.5845 0.0000 0.0000 0.0000 0.9624 -- 0.02 -- Snell. 'yx'= 80
1H 6.230 -0.583 -0.420 1 0.5845 0.0000 0.0000 0.0000 0.9624 -- 0.02 -- Snell. 'yx'= 80
1I -5.044 0.874 0.109 1 0.5845 0.9960 0.9867 0.9974 0.9616 0.02 0.04 0.07 Snell. 'yx'= 80
1J -5.044 0.874 -0.141 1 0.5845 0.9960 0.9867 0.9974 0.9616 0.02 0.04 0.07 Snell. 'yx'= 80
1K -5.044 -0.882 0.109 1 0.5845 0.9957 0.9867 0.9974 0.9622 0.02 0.04 0.07 Snell. 'yx'= 80
1L -5.044 -0.882 -0.141 1 0.5845 0.9957 0.9867 0.9974 0.9622 0.02 0.04 0.07 Snell. 'yx'= 80
1M 0.904 0.874 0.109 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.04 -- Snell. 'yx'= 80
1N 0.904 0.874 -0.141 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.04 -- Snell. 'yx'= 80
1O 0.904 -0.882 0.109 1 0.5845 0.0000 0.0000 0.0000 0.9622 -- 0.04 -- Snell. 'yx'= 80
1P 0.904 -0.882 -0.141 1 0.5845 0.0000 0.0000 0.0000 0.9622 -- 0.04 -- Snell. 'yx'= 80
2 -13.830 -1.221 -0.115 1 0.5845 0.9881 0.9635 0.9930 0.9623 0.04 0.06 0.11 Snell. 'yx'= 80
7 4.224 1.844 0.038 1 0.5845 0.0000 0.0000 0.0000 0.9614 -- 0.08 -- Snell. 'yx'= 80
ASTA NUM. 15 NI 24 NF 23 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -2.238 -0.200 0.665 0.000 0.752 0.099 1 0.01 0.00 0.03
1B 0 -2.238 0.225 0.665 0.000 0.752 -0.108 1 0.01 0.00 0.03
1C 0 -2.238 -0.200 -0.880 0.000 -0.786 0.099 1 0.01 0.00 0.04
1D 0 -2.238 0.225 -0.880 0.000 -0.786 -0.108 1 0.01 0.00 0.04
1E 0 0.206 -0.200 0.665 0.000 0.752 0.099 1 0.01 0.00 0.03
1F 0 0.206 0.225 0.665 0.000 0.752 -0.108 1 0.01 0.00 0.03
1G 0 0.206 -0.200 -0.880 0.000 -0.786 0.099 1 0.01 0.00 0.04
1H 0 0.206 0.225 -0.880 0.000 -0.786 -0.108 1 0.01 0.00 0.04
1I 0 -1.669 -0.054 1.062 0.000 1.148 0.028 1 0.01 0.00 0.05
1J 0 -1.669 0.079 1.062 0.000 1.148 -0.037 1 0.01 0.00 0.05
1K 0 -1.669 -0.054 -1.278 0.000 -1.182 0.028 1 0.01 0.00 0.05
1L 0 -1.669 0.079 -1.278 0.000 -1.182 -0.037 1 0.01 0.00 0.05
1M 0 -0.363 -0.054 1.062 0.000 1.148 0.028 1 0.01 0.00 0.05
1N 0 -0.363 0.079 1.062 0.000 1.148 -0.037 1 0.01 0.00 0.05
1O 0 -0.363 -0.054 -1.278 0.000 -1.182 0.028 1 0.01 0.00 0.05
1P 0 -0.363 0.079 -1.278 0.000 -1.182 -0.037 1 0.01 0.00 0.05
2 0 -9.502 0.240 0.225 0.000 1.383 -0.085 1 0.00 0.02 0.06
7 0 3.577 -0.113 -1.935 0.000 -2.375 0.040 1 0.02 0.01 0.11
1A 50 -2.157 -0.200 0.665 0.000 0.420 -0.001 1 0.01 0.00 0.02
1B 50 -2.157 0.225 0.665 0.000 0.420 0.005 1 0.01 0.00 0.02
1C 50 -2.157 -0.200 -0.880 0.000 -0.346 -0.001 1 0.01 0.00 0.02
1D 50 -2.157 0.225 -0.880 0.000 -0.346 0.005 1 0.01 0.00 0.02
1E 50 0.288 -0.200 0.665 0.000 0.420 -0.001 1 0.01 0.00 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 108
1F 50 0.288 0.225 0.665 0.000 0.420 0.005 1 0.01 0.00 0.02
1G 50 0.288 -0.200 -0.880 0.000 -0.346 -0.001 1 0.01 0.00 0.02
1H 50 0.288 0.225 -0.880 0.000 -0.346 0.005 1 0.01 0.00 0.02
1I 50 -1.587 -0.054 1.062 0.000 0.617 0.001 1 0.01 0.00 0.03
1J 50 -1.587 0.079 1.062 0.000 0.617 0.003 1 0.01 0.00 0.03
1K 50 -1.587 -0.054 -1.278 0.000 -0.543 0.001 1 0.01 0.00 0.03
1L 50 -1.587 0.079 -1.278 0.000 -0.543 0.003 1 0.01 0.00 0.03
1M 50 -0.282 -0.054 1.062 0.000 0.617 0.001 1 0.01 0.00 0.03
1N 50 -0.282 0.079 1.062 0.000 0.617 0.003 1 0.01 0.00 0.03
1O 50 -0.282 -0.054 -1.278 0.000 -0.543 0.001 1 0.01 0.00 0.03
1P 50 -0.282 0.079 -1.278 0.000 -0.543 0.003 1 0.01 0.00 0.03
2 50 -9.395 0.240 0.225 0.000 1.271 0.035 1 0.00 0.02 0.06
7 50 3.659 -0.113 -1.935 0.000 -1.408 -0.016 1 0.02 0.01 0.06
1A 100 -2.075 -0.200 0.665 0.000 0.087 -0.101 1 0.01 0.00 0.01
1B 100 -2.075 0.225 0.665 0.000 0.087 0.117 1 0.01 0.00 0.01
1C 100 -2.075 -0.200 -0.880 0.000 0.094 -0.101 1 0.01 0.00 0.01
1D 100 -2.075 0.225 -0.880 0.000 0.094 0.117 1 0.01 0.00 0.01
1E 100 0.370 -0.200 0.665 0.000 0.087 -0.101 1 0.01 0.00 0.01
1F 100 0.370 0.225 0.665 0.000 0.087 0.117 1 0.01 0.00 0.01
1G 100 0.370 -0.200 -0.880 0.000 0.094 -0.101 1 0.01 0.00 0.01
1H 100 0.370 0.225 -0.880 0.000 0.094 0.117 1 0.01 0.00 0.01
1I 100 -1.505 -0.054 1.062 0.000 0.086 -0.026 1 0.01 0.00 0.00
1J 100 -1.505 0.079 1.062 0.000 0.086 0.042 1 0.01 0.00 0.00
1K 100 -1.505 -0.054 -1.278 0.000 0.095 -0.026 1 0.01 0.00 0.00
1L 100 -1.505 0.079 -1.278 0.000 0.095 0.042 1 0.01 0.00 0.00
1M 100 -0.200 -0.054 1.062 0.000 0.086 -0.026 1 0.01 0.00 0.00
1N 100 -0.200 0.079 1.062 0.000 0.086 0.042 1 0.01 0.00 0.00
1O 100 -0.200 -0.054 -1.278 0.000 0.095 -0.026 1 0.01 0.00 0.00
1P 100 -0.200 0.079 -1.278 0.000 0.095 0.042 1 0.01 0.00 0.00
2 100 -9.289 0.240 0.225 0.000 1.158 0.154 1 0.00 0.02 0.05
7 100 3.740 -0.113 -1.935 0.000 -0.440 -0.073 1 0.02 0.01 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -2.238 0.752 -0.101 1 0.8637 1.0001 0.9960 0.9999 0.9806 0.00 0.04 0.05 Snell. 'yx'= 40
1B -2.238 0.752 0.117 1 0.8637 1.0001 0.9960 0.9999 0.9806 0.00 0.04 0.05 Snell. 'yx'= 40
1C -2.238 -0.786 -0.101 1 0.8637 0.9997 0.9960 0.9999 0.9862 0.00 0.04 0.05 Snell. 'yx'= 40
1D -2.238 -0.786 0.117 1 0.8637 0.9997 0.9960 0.9999 0.9862 0.00 0.04 0.05 Snell. 'yx'= 40
1E 0.370 0.752 -0.101 1 0.8637 0.0000 0.0000 0.0000 0.9806 -- 0.03 -- Snell. 'yx'= 40
1F 0.370 0.752 0.117 1 0.8637 0.0000 0.0000 0.0000 0.9806 -- 0.03 -- Snell. 'yx'= 40
1G 0.370 -0.786 -0.101 1 0.8637 0.0000 0.0000 0.0000 0.9862 -- 0.04 -- Snell. 'yx'= 40
1H 0.370 -0.786 0.117 1 0.8637 0.0000 0.0000 0.0000 0.9862 -- 0.04 -- Snell. 'yx'= 40
1I -1.669 1.148 0.028 1 0.8637 1.0000 0.9970 0.9999 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1J -1.669 1.148 0.042 1 0.8637 1.0000 0.9970 0.9999 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1K -1.669 -1.182 0.028 1 0.8637 0.9998 0.9970 0.9999 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1L -1.669 -1.182 0.042 1 0.8637 0.9998 0.9970 0.9999 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1M -0.363 1.148 0.028 1 0.8637 1.0000 0.9994 1.0000 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1N -0.363 1.148 0.042 1 0.8637 1.0000 0.9994 1.0000 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1O -0.363 -1.182 0.028 1 0.8637 1.0000 0.9994 1.0000 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1P -0.363 -1.182 0.042 1 0.8637 1.0000 0.9994 1.0000 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
2 -9.502 1.383 0.154 1 0.8637 1.0053 0.9869 1.0000 0.9628 0.02 0.07 0.10 Snell. 'yx'= 40
7 3.740 -2.375 -0.073 1 0.8637 0.0000 0.0000 0.0000 0.9789 -- 0.11 -- Snell. 'yx'= 40
ASTA NUM. 16 NI 27 NF 26 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -1.878 -0.234 0.672 0.000 0.760 0.112 1 0.01 0.00 0.03
1B 0 -1.878 0.190 0.672 0.000 0.760 -0.094 1 0.01 0.00 0.03
1C 0 -1.878 -0.234 -0.888 0.000 -0.795 0.112 1 0.01 0.00 0.04
1D 0 -1.878 0.190 -0.888 0.000 -0.795 -0.094 1 0.01 0.00 0.04
1E 0 0.206 -0.234 0.672 0.000 0.760 0.112 1 0.01 0.00 0.03
1F 0 0.206 0.190 0.672 0.000 0.760 -0.094 1 0.01 0.00 0.03
1G 0 0.206 -0.234 -0.888 0.000 -0.795 0.112 1 0.01 0.00 0.04
1H 0 0.206 0.190 -0.888 0.000 -0.795 -0.094 1 0.01 0.00 0.04
1I 0 -1.405 -0.086 1.060 0.000 1.146 0.040 1 0.01 0.00 0.05
1J 0 -1.405 0.042 1.060 0.000 1.146 -0.022 1 0.01 0.00 0.05
1K 0 -1.405 -0.086 -1.275 0.000 -1.180 0.040 1 0.01 0.00 0.05
1L 0 -1.405 0.042 -1.275 0.000 -1.180 -0.022 1 0.01 0.00 0.05
1M 0 -0.267 -0.086 1.060 0.000 1.146 0.040 1 0.01 0.00 0.05
1N 0 -0.267 0.042 1.060 0.000 1.146 -0.022 1 0.01 0.00 0.05
1O 0 -0.267 -0.086 -1.275 0.000 -1.180 0.040 1 0.01 0.00 0.05
1P 0 -0.267 0.042 -1.275 0.000 -1.180 -0.022 1 0.01 0.00 0.05
2 0 -8.837 -0.166 0.222 0.000 1.380 0.050 1 0.00 0.02 0.06
7 0 3.508 0.054 -1.932 0.000 -2.372 -0.012 1 0.02 0.01 0.11
1A 50 -1.796 -0.234 0.672 0.000 0.424 -0.005 1 0.01 0.00 0.02
1B 50 -1.796 0.190 0.672 0.000 0.424 0.001 1 0.01 0.00 0.02
1C 50 -1.796 -0.234 -0.888 0.000 -0.351 -0.005 1 0.01 0.00 0.02
1D 50 -1.796 0.190 -0.888 0.000 -0.351 0.001 1 0.01 0.00 0.02
1E 50 0.287 -0.234 0.672 0.000 0.424 -0.005 1 0.01 0.00 0.02
1F 50 0.287 0.190 0.672 0.000 0.424 0.001 1 0.01 0.00 0.02
1G 50 0.287 -0.234 -0.888 0.000 -0.351 -0.005 1 0.01 0.00 0.02
1H 50 0.287 0.190 -0.888 0.000 -0.351 0.001 1 0.01 0.00 0.02
1I 50 -1.323 -0.086 1.060 0.000 0.616 -0.003 1 0.01 0.00 0.03
1J 50 -1.323 0.042 1.060 0.000 0.616 -0.001 1 0.01 0.00 0.03
1K 50 -1.323 -0.086 -1.275 0.000 -0.543 -0.003 1 0.01 0.00 0.02
1L 50 -1.323 0.042 -1.275 0.000 -0.543 -0.001 1 0.01 0.00 0.02
1M 50 -0.185 -0.086 1.060 0.000 0.616 -0.003 1 0.01 0.00 0.03
1N 50 -0.185 0.042 1.060 0.000 0.616 -0.001 1 0.01 0.00 0.03
1O 50 -0.185 -0.086 -1.275 0.000 -0.543 -0.003 1 0.01 0.00 0.02
1P 50 -0.185 0.042 -1.275 0.000 -0.543 -0.001 1 0.01 0.00 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 109
2 50 -8.731 -0.166 0.222 0.000 1.269 -0.033 1 0.00 0.02 0.06
7 50 3.590 0.054 -1.932 0.000 -1.406 0.015 1 0.02 0.01 0.06
1A 100 -1.714 -0.234 0.672 0.000 0.088 -0.122 1 0.01 0.00 0.01
1B 100 -1.714 0.190 0.672 0.000 0.088 0.095 1 0.01 0.00 0.01
1C 100 -1.714 -0.234 -0.888 0.000 0.093 -0.122 1 0.01 0.00 0.01
1D 100 -1.714 0.190 -0.888 0.000 0.093 0.095 1 0.01 0.00 0.01
1E 100 0.369 -0.234 0.672 0.000 0.088 -0.122 1 0.01 0.00 0.01
1F 100 0.369 0.190 0.672 0.000 0.088 0.095 1 0.01 0.00 0.01
1G 100 0.369 -0.234 -0.888 0.000 0.093 -0.122 1 0.01 0.00 0.01
1H 100 0.369 0.190 -0.888 0.000 0.093 0.095 1 0.01 0.00 0.01
1I 100 -1.242 -0.086 1.060 0.000 0.086 -0.046 1 0.01 0.00 0.00
1J 100 -1.242 0.042 1.060 0.000 0.086 0.020 1 0.01 0.00 0.00
1K 100 -1.242 -0.086 -1.275 0.000 0.095 -0.046 1 0.01 0.00 0.00
1L 100 -1.242 0.042 -1.275 0.000 0.095 0.020 1 0.01 0.00 0.00
1M 100 -0.104 -0.086 1.060 0.000 0.086 -0.046 1 0.01 0.00 0.00
1N 100 -0.104 0.042 1.060 0.000 0.086 0.020 1 0.01 0.00 0.00
1O 100 -0.104 -0.086 -1.275 0.000 0.095 -0.046 1 0.01 0.00 0.00
1P 100 -0.104 0.042 -1.275 0.000 0.095 0.020 1 0.01 0.00 0.00
2 100 -8.625 -0.166 0.222 0.000 1.158 -0.116 1 0.00 0.02 0.05
7 100 3.671 0.054 -1.932 0.000 -0.440 0.042 1 0.02 0.01 0.02
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -1.878 0.760 -0.122 1 0.8637 1.0001 0.9966 0.9999 0.9806 0.00 0.04 0.05 Snell. 'yx'= 40
1B -1.878 0.760 0.095 1 0.8637 1.0001 0.9966 0.9999 0.9806 0.00 0.04 0.05 Snell. 'yx'= 40
1C -1.878 -0.795 -0.122 1 0.8637 0.9998 0.9966 0.9999 0.9861 0.00 0.04 0.05 Snell. 'yx'= 40
1D -1.878 -0.795 0.095 1 0.8637 0.9998 0.9966 0.9999 0.9861 0.00 0.04 0.05 Snell. 'yx'= 40
1E 0.369 0.760 -0.122 1 0.8637 0.0000 0.0000 0.0000 0.9806 -- 0.04 -- Snell. 'yx'= 40
1F 0.369 0.760 0.095 1 0.8637 0.0000 0.0000 0.0000 0.9806 -- 0.04 -- Snell. 'yx'= 40
1G 0.369 -0.795 -0.122 1 0.8637 0.0000 0.0000 0.0000 0.9861 -- 0.04 -- Snell. 'yx'= 40
1H 0.369 -0.795 0.095 1 0.8637 0.0000 0.0000 0.0000 0.9861 -- 0.04 -- Snell. 'yx'= 40
1I -1.405 1.146 -0.046 1 0.8637 1.0000 0.9975 1.0000 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1J -1.405 1.146 -0.022 1 0.8637 1.0000 0.9975 1.0000 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1K -1.405 -1.180 -0.046 1 0.8637 0.9999 0.9975 1.0000 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1L -1.405 -1.180 -0.022 1 0.8637 0.9999 0.9975 1.0000 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1M -0.267 1.146 -0.046 1 0.8637 1.0000 0.9995 1.0000 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1N -0.267 1.146 -0.022 1 0.8637 1.0000 0.9995 1.0000 0.9816 0.00 0.05 0.06 Snell. 'yx'= 40
1O -0.267 -1.180 -0.046 1 0.8637 1.0000 0.9995 1.0000 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
1P -0.267 -1.180 -0.022 1 0.8637 1.0000 0.9995 1.0000 0.9853 0.00 0.06 0.06 Snell. 'yx'= 40
2 -8.837 1.380 -0.116 1 0.8637 1.0049 0.9892 1.0000 0.9627 0.02 0.07 0.09 Snell. 'yx'= 40
7 3.671 -2.372 0.042 1 0.8637 0.0000 0.0000 0.0000 0.9789 -- 0.11 -- Snell. 'yx'= 40
ASTA NUM. 17 NI 35 NF 27 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -4.672 -0.307 0.417 0.000 0.385 0.160 1 0.00 0.01 0.02
1B 0 -4.672 0.328 0.417 0.000 0.385 -0.173 1 0.00 0.01 0.02
1C 0 -4.672 -0.307 -0.440 0.000 -0.346 0.160 1 0.00 0.01 0.02
1D 0 -4.672 0.328 -0.440 0.000 -0.346 -0.173 1 0.00 0.01 0.02
1E 0 2.214 -0.307 0.417 0.000 0.385 0.160 1 0.00 0.00 0.02
1F 0 2.214 0.328 0.417 0.000 0.385 -0.173 1 0.00 0.00 0.02
1G 0 2.214 -0.307 -0.440 0.000 -0.346 0.160 1 0.00 0.00 0.02
1H 0 2.214 0.328 -0.440 0.000 -0.346 -0.173 1 0.00 0.00 0.02
1I 0 -2.510 -0.088 0.632 0.000 0.563 0.045 1 0.01 0.00 0.03
1J 0 -2.510 0.109 0.632 0.000 0.563 -0.058 1 0.01 0.00 0.03
1K 0 -2.510 -0.088 -0.654 0.000 -0.525 0.045 1 0.01 0.00 0.02
1L 0 -2.510 0.109 -0.654 0.000 -0.525 -0.058 1 0.01 0.00 0.02
1M 0 0.052 -0.088 0.632 0.000 0.563 0.045 1 0.01 0.00 0.03
1N 0 0.052 0.109 0.632 0.000 0.563 -0.058 1 0.01 0.00 0.03
1O 0 0.052 -0.088 -0.654 0.000 -0.525 0.045 1 0.01 0.00 0.02
1P 0 0.052 0.109 -0.654 0.000 -0.525 -0.058 1 0.01 0.00 0.02
2 0 -9.860 0.097 -1.003 0.000 0.791 -0.051 1 0.01 0.02 0.04
7 0 3.364 -0.038 1.461 0.000 -1.081 0.018 1 0.01 0.01 0.05
1A 50 -4.590 -0.307 0.417 0.000 0.604 0.007 1 0.00 0.01 0.03
1B 50 -4.590 0.328 0.417 0.000 0.604 -0.009 1 0.00 0.01 0.03
1C 50 -4.590 -0.307 -0.440 0.000 -0.555 0.007 1 0.00 0.01 0.03
1D 50 -4.590 0.328 -0.440 0.000 -0.555 -0.009 1 0.00 0.01 0.03
1E 50 2.295 -0.307 0.417 0.000 0.604 0.007 1 0.00 0.00 0.03
1F 50 2.295 0.328 0.417 0.000 0.604 -0.009 1 0.00 0.00 0.03
1G 50 2.295 -0.307 -0.440 0.000 -0.555 0.007 1 0.00 0.00 0.03
1H 50 2.295 0.328 -0.440 0.000 -0.555 -0.009 1 0.00 0.00 0.03
1I 50 -2.428 -0.088 0.632 0.000 0.890 0.001 1 0.01 0.00 0.04
1J 50 -2.428 0.109 0.632 0.000 0.890 -0.004 1 0.01 0.00 0.04
1K 50 -2.428 -0.088 -0.654 0.000 -0.841 0.001 1 0.01 0.00 0.04
1L 50 -2.428 0.109 -0.654 0.000 -0.841 -0.004 1 0.01 0.00 0.04
1M 50 0.133 -0.088 0.632 0.000 0.890 0.001 1 0.01 0.00 0.04
1N 50 0.133 0.109 0.632 0.000 0.890 -0.004 1 0.01 0.00 0.04
1O 50 0.133 -0.088 -0.654 0.000 -0.841 0.001 1 0.01 0.00 0.04
1P 50 0.133 0.109 -0.654 0.000 -0.841 -0.004 1 0.01 0.00 0.04
2 50 -9.754 0.097 -1.003 0.000 1.293 -0.003 1 0.01 0.02 0.06
7 50 3.446 -0.038 1.461 0.000 -1.812 -0.000 1 0.01 0.01 0.08
1A 100 -4.509 -0.307 0.417 0.000 0.824 -0.147 1 0.00 0.01 0.04
1B 100 -4.509 0.328 0.417 0.000 0.824 0.155 1 0.00 0.01 0.04
1C 100 -4.509 -0.307 -0.440 0.000 -0.763 -0.147 1 0.00 0.01 0.04
1D 100 -4.509 0.328 -0.440 0.000 -0.763 0.155 1 0.00 0.01 0.04
1E 100 2.377 -0.307 0.417 0.000 0.824 -0.147 1 0.00 0.00 0.04
1F 100 2.377 0.328 0.417 0.000 0.824 0.155 1 0.00 0.00 0.04
1G 100 2.377 -0.307 -0.440 0.000 -0.763 -0.147 1 0.00 0.00 0.04
1H 100 2.377 0.328 -0.440 0.000 -0.763 0.155 1 0.00 0.00 0.04
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 110
1I 100 -2.347 -0.088 0.632 0.000 1.218 -0.043 1 0.01 0.00 0.06
1J 100 -2.347 0.109 0.632 0.000 1.218 0.051 1 0.01 0.00 0.06
1K 100 -2.347 -0.088 -0.654 0.000 -1.157 -0.043 1 0.01 0.00 0.05
1L 100 -2.347 0.109 -0.654 0.000 -1.157 0.051 1 0.01 0.00 0.05
1M 100 0.215 -0.088 0.632 0.000 1.218 -0.043 1 0.01 0.00 0.06
1N 100 0.215 0.109 0.632 0.000 1.218 0.051 1 0.01 0.00 0.06
1O 100 0.215 -0.088 -0.654 0.000 -1.157 -0.043 1 0.01 0.00 0.05
1P 100 0.215 0.109 -0.654 0.000 -1.157 0.051 1 0.01 0.00 0.05
2 100 -9.648 0.097 -1.003 0.000 1.795 0.046 1 0.01 0.02 0.08
7 100 3.527 -0.038 1.461 0.000 -2.542 -0.019 1 0.01 0.01 0.12
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -4.672 0.824 0.160 1 0.8637 1.0014 0.9916 0.9998 0.9718 0.01 0.04 0.06 Snell. 'yx'= 40
1B -4.672 0.824 -0.173 1 0.8637 1.0014 0.9916 0.9998 0.9718 0.01 0.04 0.06 Snell. 'yx'= 40
1C -4.672 -0.763 0.160 1 0.8637 1.0013 0.9916 0.9998 0.9722 0.01 0.04 0.06 Snell. 'yx'= 40
1D -4.672 -0.763 -0.173 1 0.8637 1.0013 0.9916 0.9998 0.9722 0.01 0.04 0.06 Snell. 'yx'= 40
1E 2.377 0.824 0.160 1 0.8637 0.0000 0.0000 0.0000 0.9718 -- 0.04 -- Snell. 'yx'= 40
1F 2.377 0.824 -0.173 1 0.8637 0.0000 0.0000 0.0000 0.9718 -- 0.04 -- Snell. 'yx'= 40
1G 2.377 -0.763 0.160 1 0.8637 0.0000 0.0000 0.0000 0.9722 -- 0.03 -- Snell. 'yx'= 40
1H 2.377 -0.763 -0.173 1 0.8637 0.0000 0.0000 0.0000 0.9722 -- 0.03 -- Snell. 'yx'= 40
1I -2.510 1.218 0.045 1 0.8637 1.0007 0.9955 0.9999 0.9719 0.01 0.06 0.07 Snell. 'yx'= 40
1J -2.510 1.218 -0.058 1 0.8637 1.0007 0.9955 0.9999 0.9719 0.01 0.06 0.07 Snell. 'yx'= 40
1K -2.510 -1.157 0.045 1 0.8637 1.0007 0.9955 0.9999 0.9721 0.01 0.05 0.06 Snell. 'yx'= 40
1L -2.510 -1.157 -0.058 1 0.8637 1.0007 0.9955 0.9999 0.9721 0.01 0.05 0.06 Snell. 'yx'= 40
1M 0.215 1.218 0.045 1 0.8637 0.0000 0.0000 0.0000 0.9719 -- 0.06 -- Snell. 'yx'= 40
1N 0.215 1.218 -0.058 1 0.8637 0.0000 0.0000 0.0000 0.9719 -- 0.06 -- Snell. 'yx'= 40
1O 0.215 -1.157 0.045 1 0.8637 0.0000 0.0000 0.0000 0.9721 -- 0.05 -- Snell. 'yx'= 40
1P 0.215 -1.157 -0.058 1 0.8637 0.0000 0.0000 0.0000 0.9721 -- 0.05 -- Snell. 'yx'= 40
2 -9.860 1.795 -0.051 1 0.8637 1.0027 0.9824 0.9996 0.9725 0.02 0.08 0.11 Snell. 'yx'= 40
7 3.527 -2.542 -0.019 1 0.8637 0.0000 0.0000 0.0000 0.9729 -- 0.12 -- Snell. 'yx'= 40
ASTA NUM. 18 NI 53 NF 41 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -8.327 -0.411 0.202 0.000 0.441 0.452 1 0.00 0.01 0.04
1B 0 -8.327 0.439 0.202 0.000 0.441 -0.484 1 0.00 0.01 0.05
1C 0 -8.327 -0.411 -0.179 0.000 -0.504 0.452 1 0.00 0.01 0.04
1D 0 -8.327 0.439 -0.179 0.000 -0.504 -0.484 1 0.00 0.01 0.05
1E 0 5.955 -0.411 0.202 0.000 0.441 0.452 1 0.00 0.01 0.04
1F 0 5.955 0.439 0.202 0.000 0.441 -0.484 1 0.00 0.01 0.05
1G 0 5.955 -0.411 -0.179 0.000 -0.504 0.452 1 0.00 0.01 0.04
1H 0 5.955 0.439 -0.179 0.000 -0.504 -0.484 1 0.00 0.01 0.05
1I 0 -3.550 -0.118 0.289 0.000 0.666 0.129 1 0.00 0.01 0.03
1J 0 -3.550 0.146 0.289 0.000 0.666 -0.161 1 0.00 0.01 0.03
1K 0 -3.550 -0.118 -0.267 0.000 -0.729 0.129 1 0.00 0.01 0.03
1L 0 -3.550 0.146 -0.267 0.000 -0.729 -0.161 1 0.00 0.01 0.03
1M 0 1.178 -0.118 0.289 0.000 0.666 0.129 1 0.00 0.00 0.03
1N 0 1.178 0.146 0.289 0.000 0.666 -0.161 1 0.00 0.00 0.03
1O 0 1.178 -0.118 -0.267 0.000 -0.729 0.129 1 0.00 0.00 0.03
1P 0 1.178 0.146 -0.267 0.000 -0.729 -0.161 1 0.00 0.00 0.03
2 0 -8.366 0.104 -0.143 0.000 -1.067 -0.113 1 0.00 0.02 0.05
7 0 1.784 -0.021 0.450 0.000 1.458 0.022 1 0.00 0.00 0.07
1A 100 -8.164 -0.411 0.202 0.000 0.239 0.042 1 0.00 0.01 0.01
1B 100 -8.164 0.439 0.202 0.000 0.239 -0.046 1 0.00 0.01 0.01
1C 100 -8.164 -0.411 -0.179 0.000 -0.325 0.042 1 0.00 0.01 0.01
1D 100 -8.164 0.439 -0.179 0.000 -0.325 -0.046 1 0.00 0.01 0.01
1E 100 6.118 -0.411 0.202 0.000 0.239 0.042 1 0.00 0.01 0.01
1F 100 6.118 0.439 0.202 0.000 0.239 -0.046 1 0.00 0.01 0.01
1G 100 6.118 -0.411 -0.179 0.000 -0.325 0.042 1 0.00 0.01 0.01
1H 100 6.118 0.439 -0.179 0.000 -0.325 -0.046 1 0.00 0.01 0.01
1I 100 -3.387 -0.118 0.289 0.000 0.377 0.012 1 0.00 0.01 0.02
1J 100 -3.387 0.146 0.289 0.000 0.377 -0.015 1 0.00 0.01 0.02
1K 100 -3.387 -0.118 -0.267 0.000 -0.463 0.012 1 0.00 0.01 0.02
1L 100 -3.387 0.146 -0.267 0.000 -0.463 -0.015 1 0.00 0.01 0.02
1M 100 1.341 -0.118 0.289 0.000 0.377 0.012 1 0.00 0.00 0.02
1N 100 1.341 0.146 0.289 0.000 0.377 -0.015 1 0.00 0.00 0.02
1O 100 1.341 -0.118 -0.267 0.000 -0.463 0.012 1 0.00 0.00 0.02
1P 100 1.341 0.146 -0.267 0.000 -0.463 -0.015 1 0.00 0.00 0.02
2 100 -8.154 0.104 -0.143 0.000 -0.924 -0.009 1 0.00 0.01 0.04
7 100 1.947 -0.021 0.450 0.000 1.008 0.001 1 0.00 0.00 0.05
1A 200 -8.001 -0.411 0.202 0.000 0.037 -0.369 1 0.00 0.01 0.03
1B 200 -8.001 0.439 0.202 0.000 0.037 0.393 1 0.00 0.01 0.04
1C 200 -8.001 -0.411 -0.179 0.000 -0.145 -0.369 1 0.00 0.01 0.03
1D 200 -8.001 0.439 -0.179 0.000 -0.145 0.393 1 0.00 0.01 0.04
1E 200 6.281 -0.411 0.202 0.000 0.037 -0.369 1 0.00 0.01 0.03
1F 200 6.281 0.439 0.202 0.000 0.037 0.393 1 0.00 0.01 0.04
1G 200 6.281 -0.411 -0.179 0.000 -0.145 -0.369 1 0.00 0.01 0.03
1H 200 6.281 0.439 -0.179 0.000 -0.145 0.393 1 0.00 0.01 0.04
1I 200 -3.223 -0.118 0.289 0.000 0.088 -0.106 1 0.00 0.01 0.01
1J 200 -3.223 0.146 0.289 0.000 0.088 0.130 1 0.00 0.01 0.01
1K 200 -3.223 -0.118 -0.267 0.000 -0.196 -0.106 1 0.00 0.01 0.01
1L 200 -3.223 0.146 -0.267 0.000 -0.196 0.130 1 0.00 0.01 0.01
1M 200 1.504 -0.118 0.289 0.000 0.088 -0.106 1 0.00 0.00 0.01
1N 200 1.504 0.146 0.289 0.000 0.088 0.130 1 0.00 0.00 0.01
1O 200 1.504 -0.118 -0.267 0.000 -0.196 -0.106 1 0.00 0.00 0.01
1P 200 1.504 0.146 -0.267 0.000 -0.196 0.130 1 0.00 0.00 0.01
2 200 -7.942 0.104 -0.143 0.000 -0.781 0.095 1 0.00 0.01 0.04
7 200 2.110 -0.021 0.450 0.000 0.557 -0.020 1 0.00 0.00 0.03
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 111
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -8.327 0.441 0.452 1 0.5845 1.0027 0.9780 0.9956 0.9365 0.03 0.09 0.09 Snell. 'yx'= 80
1B -8.327 0.441 -0.484 1 0.5845 1.0027 0.9780 0.9956 0.9365 0.03 0.09 0.09 Snell. 'yx'= 80
1C -8.327 -0.504 0.452 1 0.5845 1.0054 0.9780 0.9956 0.9259 0.03 0.09 0.09 Snell. 'yx'= 80
1D -8.327 -0.504 -0.484 1 0.5845 1.0054 0.9780 0.9956 0.9259 0.03 0.09 0.09 Snell. 'yx'= 80
1E 6.281 0.441 0.452 1 0.5845 0.0000 0.0000 0.0000 0.9365 -- 0.01 -- Snell. 'yx'= 80
1F 6.281 0.441 -0.484 1 0.5845 0.0000 0.0000 0.0000 0.9365 -- 0.01 -- Snell. 'yx'= 80
1G 6.281 -0.504 0.452 1 0.5845 0.0000 0.0000 0.0000 0.9259 -- 0.02 -- Snell. 'yx'= 80
1H 6.281 -0.504 -0.484 1 0.5845 0.0000 0.0000 0.0000 0.9259 -- 0.02 -- Snell. 'yx'= 80
1I -3.550 0.666 0.129 1 0.5845 1.0014 0.9906 0.9981 0.9342 0.01 0.06 0.05 Snell. 'yx'= 80
1J -3.550 0.666 -0.161 1 0.5845 1.0014 0.9906 0.9981 0.9342 0.01 0.06 0.06 Snell. 'yx'= 80
1K -3.550 -0.729 0.129 1 0.5845 1.0022 0.9906 0.9981 0.9269 0.01 0.06 0.06 Snell. 'yx'= 80
1L -3.550 -0.729 -0.161 1 0.5845 1.0022 0.9906 0.9981 0.9269 0.01 0.06 0.06 Snell. 'yx'= 80
1M 1.504 0.666 0.129 1 0.5845 0.0000 0.0000 0.0000 0.9342 -- 0.03 -- Snell. 'yx'= 80
1N 1.504 0.666 -0.161 1 0.5845 0.0000 0.0000 0.0000 0.9342 -- 0.03 -- Snell. 'yx'= 80
1O 1.504 -0.729 0.129 1 0.5845 0.0000 0.0000 0.0000 0.9269 -- 0.03 -- Snell. 'yx'= 80
1P 1.504 -0.729 -0.161 1 0.5845 0.0000 0.0000 0.0000 0.9269 -- 0.03 -- Snell. 'yx'= 80
2 -8.366 -1.067 -0.113 1 0.5845 1.0115 0.9779 0.9956 0.9015 0.03 0.09 0.09 Snell. 'yx'= 80
7 2.110 1.458 0.022 1 0.5845 0.0000 0.0000 0.0000 0.9212 -- 0.07 -- Snell. 'yx'= 80
ASTA NUM. 19 NI 29 NF 47 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -13.468 -0.341 0.480 0.000 0.974 0.237 1 0.00 0.02 0.04
1B 0 -13.468 0.364 0.480 0.000 0.974 -0.255 1 0.00 0.02 0.04
1C 0 -13.468 -0.341 -0.502 0.000 -0.998 0.237 1 0.00 0.02 0.05
1D 0 -13.468 0.364 -0.502 0.000 -0.998 -0.255 1 0.00 0.02 0.05
1E 0 10.700 -0.341 0.480 0.000 0.974 0.237 1 0.00 0.02 0.04
1F 0 10.700 0.364 0.480 0.000 0.974 -0.255 1 0.00 0.02 0.04
1G 0 10.700 -0.341 -0.502 0.000 -0.998 0.237 1 0.00 0.02 0.05
1H 0 10.700 0.364 -0.502 0.000 -0.998 -0.255 1 0.00 0.02 0.05
1I 0 -5.172 -0.096 0.711 0.000 1.446 0.066 1 0.01 0.01 0.07
1J 0 -5.172 0.119 0.711 0.000 1.446 -0.085 1 0.01 0.01 0.07
1K 0 -5.172 -0.096 -0.733 0.000 -1.470 0.066 1 0.01 0.01 0.07
1L 0 -5.172 0.119 -0.733 0.000 -1.470 -0.085 1 0.01 0.01 0.07
1M 0 2.404 -0.096 0.711 0.000 1.446 0.066 1 0.01 0.00 0.07
1N 0 2.404 0.119 0.711 0.000 1.446 -0.085 1 0.01 0.00 0.07
1O 0 2.404 -0.096 -0.733 0.000 -1.470 0.066 1 0.01 0.00 0.07
1P 0 2.404 0.119 -0.733 0.000 -1.470 -0.085 1 0.01 0.00 0.07
2 0 -8.005 0.087 -1.001 0.000 -2.016 -0.064 1 0.01 0.01 0.09
7 0 2.022 -0.028 1.459 0.000 3.008 0.020 1 0.01 0.00 0.14
1A 40 -13.402 -0.341 0.480 0.000 0.782 0.101 1 0.00 0.02 0.04
1B 40 -13.402 0.364 0.480 0.000 0.782 -0.110 1 0.00 0.02 0.04
1C 40 -13.402 -0.341 -0.502 0.000 -0.797 0.101 1 0.00 0.02 0.04
1D 40 -13.402 0.364 -0.502 0.000 -0.797 -0.110 1 0.00 0.02 0.04
1E 40 10.765 -0.341 0.480 0.000 0.782 0.101 1 0.00 0.02 0.04
1F 40 10.765 0.364 0.480 0.000 0.782 -0.110 1 0.00 0.02 0.04
1G 40 10.765 -0.341 -0.502 0.000 -0.797 0.101 1 0.00 0.02 0.04
1H 40 10.765 0.364 -0.502 0.000 -0.797 -0.110 1 0.00 0.02 0.04
1I 40 -5.107 -0.096 0.711 0.000 1.161 0.028 1 0.01 0.01 0.05
1J 40 -5.107 0.119 0.711 0.000 1.161 -0.037 1 0.01 0.01 0.05
1K 40 -5.107 -0.096 -0.733 0.000 -1.177 0.028 1 0.01 0.01 0.05
1L 40 -5.107 0.119 -0.733 0.000 -1.177 -0.037 1 0.01 0.01 0.05
1M 40 2.470 -0.096 0.711 0.000 1.161 0.028 1 0.01 0.00 0.05
1N 40 2.470 0.119 0.711 0.000 1.161 -0.037 1 0.01 0.00 0.05
1O 40 2.470 -0.096 -0.733 0.000 -1.177 0.028 1 0.01 0.00 0.05
1P 40 2.470 0.119 -0.733 0.000 -1.177 -0.037 1 0.01 0.00 0.05
2 40 -7.921 0.087 -1.001 0.000 -1.616 -0.029 1 0.01 0.01 0.07
7 40 2.088 -0.028 1.459 0.000 2.424 0.008 1 0.01 0.00 0.11
1A 80 -13.337 -0.341 0.480 0.000 0.590 -0.036 1 0.00 0.02 0.03
1B 80 -13.337 0.364 0.480 0.000 0.590 0.036 1 0.00 0.02 0.03
1C 80 -13.337 -0.341 -0.502 0.000 -0.596 -0.036 1 0.00 0.02 0.03
1D 80 -13.337 0.364 -0.502 0.000 -0.596 0.036 1 0.00 0.02 0.03
1E 80 10.831 -0.341 0.480 0.000 0.590 -0.036 1 0.00 0.02 0.03
1F 80 10.831 0.364 0.480 0.000 0.590 0.036 1 0.00 0.02 0.03
1G 80 10.831 -0.341 -0.502 0.000 -0.596 -0.036 1 0.00 0.02 0.03
1H 80 10.831 0.364 -0.502 0.000 -0.596 0.036 1 0.00 0.02 0.03
1I 80 -5.041 -0.096 0.711 0.000 0.877 -0.011 1 0.01 0.01 0.04
1J 80 -5.041 0.119 0.711 0.000 0.877 0.011 1 0.01 0.01 0.04
1K 80 -5.041 -0.096 -0.733 0.000 -0.883 -0.011 1 0.01 0.01 0.04
1L 80 -5.041 0.119 -0.733 0.000 -0.883 0.011 1 0.01 0.01 0.04
1M 80 2.535 -0.096 0.711 0.000 0.877 -0.011 1 0.01 0.00 0.04
1N 80 2.535 0.119 0.711 0.000 0.877 0.011 1 0.01 0.00 0.04
1O 80 2.535 -0.096 -0.733 0.000 -0.883 -0.011 1 0.01 0.00 0.04
1P 80 2.535 0.119 -0.733 0.000 -0.883 0.011 1 0.01 0.00 0.04
2 80 -7.836 0.087 -1.001 0.000 -1.215 0.006 1 0.01 0.01 0.06
7 80 2.153 -0.028 1.459 0.000 1.840 -0.003 1 0.01 0.00 0.08
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -13.468 0.974 0.237 1 0.9130 1.0035 0.9886 1.0000 0.9816 0.03 0.05 0.09 Snell. 'yx'= 32
1B -13.468 0.974 -0.255 1 0.9130 1.0035 0.9887 1.0000 0.9816 0.03 0.05 0.09 Snell. 'yx'= 32
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 112
1C -13.468 -0.998 0.237 1 0.9130 1.0034 0.9886 1.0000 0.9817 0.03 0.05 0.09 Snell. 'yx'= 32
1D -13.468 -0.998 -0.255 1 0.9130 1.0034 0.9887 1.0000 0.9817 0.03 0.05 0.10 Snell. 'yx'= 32
1E 10.831 0.974 0.237 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.03 -- Snell. 'yx'= 32
1F 10.831 0.974 -0.255 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.03 -- Snell. 'yx'= 32
1G 10.831 -0.998 0.237 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.03 -- Snell. 'yx'= 32
1H 10.831 -0.998 -0.255 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.03 -- Snell. 'yx'= 32
1I -5.172 1.446 0.066 1 0.9130 1.0013 0.9955 1.0000 0.9816 0.01 0.07 0.08 Snell. 'yx'= 32
1J -5.172 1.446 -0.085 1 0.9130 1.0013 0.9957 1.0000 0.9816 0.01 0.07 0.08 Snell. 'yx'= 32
1K -5.172 -1.470 0.066 1 0.9130 1.0013 0.9955 1.0000 0.9817 0.01 0.07 0.08 Snell. 'yx'= 32
1L -5.172 -1.470 -0.085 1 0.9130 1.0013 0.9957 1.0000 0.9817 0.01 0.07 0.09 Snell. 'yx'= 32
1M 2.535 1.446 0.066 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.06 -- Snell. 'yx'= 32
1N 2.535 1.446 -0.085 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.06 -- Snell. 'yx'= 32
1O 2.535 -1.470 0.066 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.07 -- Snell. 'yx'= 32
1P 2.535 -1.470 -0.085 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.07 -- Snell. 'yx'= 32
2 -8.005 -2.016 -0.064 1 0.9130 1.0021 0.9936 1.0000 0.9817 0.02 0.09 0.11 Snell. 'yx'= 32
7 2.153 3.008 0.020 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.14 -- Snell. 'yx'= 32
ASTA NUM. 20 NI 47 NF 35 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -9.310 -0.342 0.469 0.000 0.590 0.388 1 0.00 0.02 0.04
1B 0 -9.310 0.369 0.469 0.000 0.590 -0.421 1 0.00 0.02 0.04
1C 0 -9.310 -0.342 -0.491 0.000 -0.597 0.388 1 0.00 0.02 0.04
1D 0 -9.310 0.369 -0.491 0.000 -0.597 -0.421 1 0.00 0.02 0.04
1E 0 6.518 -0.342 0.469 0.000 0.590 0.388 1 0.00 0.01 0.04
1F 0 6.518 0.369 0.469 0.000 0.590 -0.421 1 0.00 0.01 0.04
1G 0 6.518 -0.342 -0.491 0.000 -0.597 0.388 1 0.00 0.01 0.04
1H 0 6.518 0.369 -0.491 0.000 -0.597 -0.421 1 0.00 0.01 0.04
1I 0 -3.974 -0.097 0.701 0.000 0.877 0.109 1 0.01 0.01 0.04
1J 0 -3.974 0.124 0.701 0.000 0.877 -0.142 1 0.01 0.01 0.04
1K 0 -3.974 -0.097 -0.723 0.000 -0.883 0.109 1 0.01 0.01 0.04
1L 0 -3.974 0.124 -0.723 0.000 -0.883 -0.142 1 0.01 0.01 0.04
1M 0 1.182 -0.097 0.701 0.000 0.877 0.109 1 0.01 0.00 0.04
1N 0 1.182 0.124 0.701 0.000 0.877 -0.142 1 0.01 0.00 0.04
1O 0 1.182 -0.097 -0.723 0.000 -0.883 0.109 1 0.01 0.00 0.04
1P 0 1.182 0.124 -0.723 0.000 -0.883 -0.142 1 0.01 0.00 0.04
2 0 -8.995 0.101 -1.003 0.000 -1.215 -0.116 1 0.01 0.02 0.06
7 0 2.572 -0.034 1.461 0.000 1.840 0.038 1 0.01 0.00 0.08
1A 100 -9.147 -0.342 0.469 0.000 0.122 0.046 1 0.00 0.02 0.01
1B 100 -9.147 0.369 0.469 0.000 0.122 -0.051 1 0.00 0.02 0.01
1C 100 -9.147 -0.342 -0.491 0.000 -0.106 0.046 1 0.00 0.02 0.00
1D 100 -9.147 0.369 -0.491 0.000 -0.106 -0.051 1 0.00 0.02 0.00
1E 100 6.681 -0.342 0.469 0.000 0.122 0.046 1 0.00 0.01 0.01
1F 100 6.681 0.369 0.469 0.000 0.122 -0.051 1 0.00 0.01 0.01
1G 100 6.681 -0.342 -0.491 0.000 -0.106 0.046 1 0.00 0.01 0.00
1H 100 6.681 0.369 -0.491 0.000 -0.106 -0.051 1 0.00 0.01 0.00
1I 100 -3.811 -0.097 0.701 0.000 0.176 0.013 1 0.01 0.01 0.01
1J 100 -3.811 0.124 0.701 0.000 0.176 -0.018 1 0.01 0.01 0.01
1K 100 -3.811 -0.097 -0.723 0.000 -0.160 0.013 1 0.01 0.01 0.01
1L 100 -3.811 0.124 -0.723 0.000 -0.160 -0.018 1 0.01 0.01 0.01
1M 100 1.345 -0.097 0.701 0.000 0.176 0.013 1 0.01 0.00 0.01
1N 100 1.345 0.124 0.701 0.000 0.176 -0.018 1 0.01 0.00 0.01
1O 100 1.345 -0.097 -0.723 0.000 -0.160 0.013 1 0.01 0.00 0.01
1P 100 1.345 0.124 -0.723 0.000 -0.160 -0.018 1 0.01 0.00 0.01
2 100 -8.783 0.101 -1.003 0.000 -0.212 -0.015 1 0.01 0.02 0.01
7 100 2.736 -0.034 1.461 0.000 0.380 0.004 1 0.01 0.00 0.02
1A 200 -8.984 -0.342 0.469 0.000 -0.347 -0.296 1 0.00 0.02 0.03
1B 200 -8.984 0.369 0.469 0.000 -0.347 0.318 1 0.00 0.02 0.03
1C 200 -8.984 -0.342 -0.491 0.000 0.385 -0.296 1 0.00 0.02 0.03
1D 200 -8.984 0.369 -0.491 0.000 0.385 0.318 1 0.00 0.02 0.03
1E 200 6.844 -0.342 0.469 0.000 -0.347 -0.296 1 0.00 0.01 0.03
1F 200 6.844 0.369 0.469 0.000 -0.347 0.318 1 0.00 0.01 0.03
1G 200 6.844 -0.342 -0.491 0.000 0.385 -0.296 1 0.00 0.01 0.03
1H 200 6.844 0.369 -0.491 0.000 0.385 0.318 1 0.00 0.01 0.03
1I 200 -3.648 -0.097 0.701 0.000 -0.525 -0.084 1 0.01 0.01 0.02
1J 200 -3.648 0.124 0.701 0.000 -0.525 0.106 1 0.01 0.01 0.02
1K 200 -3.648 -0.097 -0.723 0.000 0.564 -0.084 1 0.01 0.01 0.03
1L 200 -3.648 0.124 -0.723 0.000 0.564 0.106 1 0.01 0.01 0.03
1M 200 1.508 -0.097 0.701 0.000 -0.525 -0.084 1 0.01 0.00 0.02
1N 200 1.508 0.124 0.701 0.000 -0.525 0.106 1 0.01 0.00 0.02
1O 200 1.508 -0.097 -0.723 0.000 0.564 -0.084 1 0.01 0.00 0.03
1P 200 1.508 0.124 -0.723 0.000 0.564 0.106 1 0.01 0.00 0.03
2 200 -8.571 0.101 -1.003 0.000 0.791 0.085 1 0.01 0.02 0.04
7 200 2.899 -0.034 1.461 0.000 -1.081 -0.030 1 0.01 0.01 0.05
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -9.310 0.590 0.388 1 0.5845 0.9929 0.9754 0.9953 0.9614 0.03 0.03 0.09 Snell. 'yx'= 80
1B -9.310 0.590 -0.421 1 0.5845 0.9929 0.9754 0.9953 0.9614 0.03 0.03 0.09 Snell. 'yx'= 80
1C -9.310 -0.597 0.388 1 0.5845 0.9920 0.9754 0.9953 0.9623 0.03 0.03 0.09 Snell. 'yx'= 80
1D -9.310 -0.597 -0.421 1 0.5845 0.9920 0.9754 0.9953 0.9623 0.03 0.03 0.09 Snell. 'yx'= 80
1E 6.844 0.590 0.388 1 0.5845 0.0000 0.0000 0.0000 0.9614 -- 0.02 -- Snell. 'yx'= 80
1F 6.844 0.590 -0.421 1 0.5845 0.0000 0.0000 0.0000 0.9614 -- 0.02 -- Snell. 'yx'= 80
1G 6.844 -0.597 0.388 1 0.5845 0.0000 0.0000 0.0000 0.9623 -- 0.02 -- Snell. 'yx'= 80
1H 6.844 -0.597 -0.421 1 0.5845 0.0000 0.0000 0.0000 0.9623 -- 0.02 -- Snell. 'yx'= 80
1I -3.974 0.877 0.109 1 0.5845 0.9969 0.9895 0.9980 0.9616 0.01 0.04 0.06 Snell. 'yx'= 80
1J -3.974 0.877 -0.142 1 0.5845 0.9969 0.9895 0.9980 0.9616 0.01 0.04 0.07 Snell. 'yx'= 80
1K -3.974 -0.883 0.109 1 0.5845 0.9966 0.9895 0.9980 0.9622 0.01 0.04 0.06 Snell. 'yx'= 80
1L -3.974 -0.883 -0.142 1 0.5845 0.9966 0.9895 0.9980 0.9622 0.01 0.04 0.07 Snell. 'yx'= 80
1M 1.508 0.877 0.109 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.04 -- Snell. 'yx'= 80
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 113
1N 1.508 0.877 -0.142 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.04 -- Snell. 'yx'= 80
1O 1.508 -0.883 0.109 1 0.5845 0.0000 0.0000 0.0000 0.9622 -- 0.04 -- Snell. 'yx'= 80
1P 1.508 -0.883 -0.142 1 0.5845 0.0000 0.0000 0.0000 0.9622 -- 0.04 -- Snell. 'yx'= 80
2 -8.995 -1.215 -0.116 1 0.5845 0.9922 0.9762 0.9955 0.9624 0.03 0.06 0.09 Snell. 'yx'= 80
7 2.899 1.840 0.038 1 0.5845 0.0000 0.0000 0.0000 0.9614 -- 0.08 -- Snell. 'yx'= 80
ASTA NUM. 21 NI 36 NF 24 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -5.355 -0.301 0.410 0.000 0.383 0.158 1 0.00 0.01 0.02
1B 0 -5.355 0.334 0.410 0.000 0.383 -0.175 1 0.00 0.01 0.02
1C 0 -5.355 -0.301 -0.433 0.000 -0.345 0.158 1 0.00 0.01 0.02
1D 0 -5.355 0.334 -0.433 0.000 -0.345 -0.175 1 0.00 0.01 0.02
1E 0 1.929 -0.301 0.410 0.000 0.383 0.158 1 0.00 0.00 0.02
1F 0 1.929 0.334 0.410 0.000 0.383 -0.175 1 0.00 0.00 0.02
1G 0 1.929 -0.301 -0.433 0.000 -0.345 0.158 1 0.00 0.00 0.02
1H 0 1.929 0.334 -0.433 0.000 -0.345 -0.175 1 0.00 0.00 0.02
1I 0 -3.129 -0.082 0.632 0.000 0.564 0.044 1 0.01 0.01 0.03
1J 0 -3.129 0.116 0.632 0.000 0.564 -0.060 1 0.01 0.01 0.03
1K 0 -3.129 -0.082 -0.655 0.000 -0.526 0.044 1 0.01 0.01 0.02
1L 0 -3.129 0.116 -0.655 0.000 -0.526 -0.060 1 0.01 0.01 0.02
1M 0 -0.297 -0.082 0.632 0.000 0.564 0.044 1 0.01 0.00 0.03
1N 0 -0.297 0.116 0.632 0.000 0.564 -0.060 1 0.01 0.00 0.03
1O 0 -0.297 -0.082 -0.655 0.000 -0.526 0.044 1 0.01 0.00 0.02
1P 0 -0.297 0.116 -0.655 0.000 -0.526 -0.060 1 0.01 0.00 0.02
2 0 -12.070 0.104 -1.006 0.000 0.792 -0.054 1 0.01 0.02 0.04
7 0 3.792 -0.030 1.463 0.000 -1.082 0.016 1 0.01 0.01 0.05
1A 50 -5.273 -0.301 0.410 0.000 0.599 0.008 1 0.00 0.01 0.03
1B 50 -5.273 0.334 0.410 0.000 0.599 -0.008 1 0.00 0.01 0.03
1C 50 -5.273 -0.301 -0.433 0.000 -0.549 0.008 1 0.00 0.01 0.03
1D 50 -5.273 0.334 -0.433 0.000 -0.549 -0.008 1 0.00 0.01 0.03
1E 50 2.010 -0.301 0.410 0.000 0.599 0.008 1 0.00 0.00 0.03
1F 50 2.010 0.334 0.410 0.000 0.599 -0.008 1 0.00 0.00 0.03
1G 50 2.010 -0.301 -0.433 0.000 -0.549 0.008 1 0.00 0.00 0.03
1H 50 2.010 0.334 -0.433 0.000 -0.549 -0.008 1 0.00 0.00 0.03
1I 50 -3.048 -0.082 0.632 0.000 0.892 0.002 1 0.01 0.01 0.04
1J 50 -3.048 0.116 0.632 0.000 0.892 -0.002 1 0.01 0.01 0.04
1K 50 -3.048 -0.082 -0.655 0.000 -0.842 0.002 1 0.01 0.01 0.04
1L 50 -3.048 0.116 -0.655 0.000 -0.842 -0.002 1 0.01 0.01 0.04
1M 50 -0.215 -0.082 0.632 0.000 0.892 0.002 1 0.01 0.00 0.04
1N 50 -0.215 0.116 0.632 0.000 0.892 -0.002 1 0.01 0.00 0.04
1O 50 -0.215 -0.082 -0.655 0.000 -0.842 0.002 1 0.01 0.00 0.04
1P 50 -0.215 0.116 -0.655 0.000 -0.842 -0.002 1 0.01 0.00 0.04
2 50 -11.965 0.104 -1.006 0.000 1.295 -0.002 1 0.01 0.02 0.06
7 50 3.874 -0.030 1.463 0.000 -1.813 0.001 1 0.01 0.01 0.08
1A 100 -5.192 -0.301 0.410 0.000 0.815 -0.143 1 0.00 0.01 0.04
1B 100 -5.192 0.334 0.410 0.000 0.815 0.160 1 0.00 0.01 0.04
1C 100 -5.192 -0.301 -0.433 0.000 -0.754 -0.143 1 0.00 0.01 0.03
1D 100 -5.192 0.334 -0.433 0.000 -0.754 0.160 1 0.00 0.01 0.03
1E 100 2.092 -0.301 0.410 0.000 0.815 -0.143 1 0.00 0.00 0.04
1F 100 2.092 0.334 0.410 0.000 0.815 0.160 1 0.00 0.00 0.04
1G 100 2.092 -0.301 -0.433 0.000 -0.754 -0.143 1 0.00 0.00 0.03
1H 100 2.092 0.334 -0.433 0.000 -0.754 0.160 1 0.00 0.00 0.03
1I 100 -2.966 -0.082 0.632 0.000 1.220 -0.039 1 0.01 0.01 0.06
1J 100 -2.966 0.116 0.632 0.000 1.220 0.055 1 0.01 0.01 0.06
1K 100 -2.966 -0.082 -0.655 0.000 -1.159 -0.039 1 0.01 0.01 0.05
1L 100 -2.966 0.116 -0.655 0.000 -1.159 0.055 1 0.01 0.01 0.05
1M 100 -0.134 -0.082 0.632 0.000 1.220 -0.039 1 0.01 0.00 0.06
1N 100 -0.134 0.116 0.632 0.000 1.220 0.055 1 0.01 0.00 0.06
1O 100 -0.134 -0.082 -0.655 0.000 -1.159 -0.039 1 0.01 0.00 0.05
1P 100 -0.134 0.116 -0.655 0.000 -1.159 0.055 1 0.01 0.00 0.05
2 100 -11.860 0.104 -1.006 0.000 1.798 0.050 1 0.01 0.02 0.08
7 100 3.955 -0.030 1.463 0.000 -2.544 -0.014 1 0.01 0.01 0.12
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -5.355 0.815 0.158 1 0.8637 1.0016 0.9904 0.9998 0.9717 0.01 0.04 0.06 Snell. 'yx'= 40
1B -5.355 0.815 -0.175 1 0.8637 1.0016 0.9904 0.9998 0.9717 0.01 0.04 0.06 Snell. 'yx'= 40
1C -5.355 -0.754 0.158 1 0.8637 1.0015 0.9904 0.9998 0.9721 0.01 0.04 0.06 Snell. 'yx'= 40
1D -5.355 -0.754 -0.175 1 0.8637 1.0015 0.9904 0.9998 0.9721 0.01 0.04 0.06 Snell. 'yx'= 40
1E 2.092 0.815 0.158 1 0.8637 0.0000 0.0000 0.0000 0.9717 -- 0.04 -- Snell. 'yx'= 40
1F 2.092 0.815 -0.175 1 0.8637 0.0000 0.0000 0.0000 0.9717 -- 0.04 -- Snell. 'yx'= 40
1G 2.092 -0.754 0.158 1 0.8637 0.0000 0.0000 0.0000 0.9721 -- 0.03 -- Snell. 'yx'= 40
1H 2.092 -0.754 -0.175 1 0.8637 0.0000 0.0000 0.0000 0.9721 -- 0.03 -- Snell. 'yx'= 40
1I -3.129 1.220 0.044 1 0.8637 1.0009 0.9944 0.9999 0.9719 0.01 0.06 0.07 Snell. 'yx'= 40
1J -3.129 1.220 -0.060 1 0.8637 1.0009 0.9944 0.9999 0.9719 0.01 0.06 0.07 Snell. 'yx'= 40
1K -3.129 -1.159 0.044 1 0.8637 1.0009 0.9944 0.9999 0.9721 0.01 0.05 0.06 Snell. 'yx'= 40
1L -3.129 -1.159 -0.060 1 0.8637 1.0009 0.9944 0.9999 0.9721 0.01 0.05 0.07 Snell. 'yx'= 40
1M -0.297 1.220 0.044 1 0.8637 1.0001 0.9995 1.0000 0.9719 0.00 0.06 0.06 Snell. 'yx'= 40
1N -0.297 1.220 -0.060 1 0.8637 1.0001 0.9995 1.0000 0.9719 0.00 0.06 0.06 Snell. 'yx'= 40
1O -0.297 -1.159 0.044 1 0.8637 1.0001 0.9995 1.0000 0.9721 0.00 0.05 0.06 Snell. 'yx'= 40
1P -0.297 -1.159 -0.060 1 0.8637 1.0001 0.9995 1.0000 0.9721 0.00 0.05 0.06 Snell. 'yx'= 40
2 -12.070 1.798 -0.054 1 0.8637 1.0033 0.9784 0.9995 0.9725 0.03 0.09 0.11 Snell. 'yx'= 40
7 3.955 -2.544 0.016 1 0.8637 0.0000 0.0000 0.0000 0.9729 -- 0.12 -- Snell. 'yx'= 40
ASTA NUM. 22 NI 22 NF 48 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 114
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -14.878 -0.350 0.461 0.000 0.945 0.243 1 0.00 0.03 0.04
1B 0 -14.878 0.382 0.461 0.000 0.945 -0.266 1 0.00 0.03 0.04
1C 0 -14.878 -0.350 -0.485 0.000 -0.971 0.243 1 0.00 0.03 0.04
1D 0 -14.878 0.382 -0.485 0.000 -0.971 -0.266 1 0.00 0.03 0.04
1E 0 9.794 -0.350 0.461 0.000 0.945 0.243 1 0.00 0.02 0.04
1F 0 9.794 0.382 0.461 0.000 0.945 -0.266 1 0.00 0.02 0.04
1G 0 9.794 -0.350 -0.485 0.000 -0.971 0.243 1 0.00 0.02 0.04
1H 0 9.794 0.382 -0.485 0.000 -0.971 -0.266 1 0.00 0.02 0.04
1I 0 -6.656 -0.099 0.708 0.000 1.441 0.068 1 0.01 0.01 0.07
1J 0 -6.656 0.130 0.708 0.000 1.441 -0.091 1 0.01 0.01 0.07
1K 0 -6.656 -0.099 -0.732 0.000 -1.467 0.068 1 0.01 0.01 0.07
1L 0 -6.656 0.130 -0.732 0.000 -1.467 -0.091 1 0.01 0.01 0.07
1M 0 1.572 -0.099 0.708 0.000 1.441 0.068 1 0.01 0.00 0.07
1N 0 1.572 0.130 0.708 0.000 1.441 -0.091 1 0.01 0.00 0.07
1O 0 1.572 -0.099 -0.732 0.000 -1.467 0.068 1 0.01 0.00 0.07
1P 0 1.572 0.130 -0.732 0.000 -1.467 -0.091 1 0.01 0.00 0.07
2 0 -15.200 0.114 -1.008 0.000 -2.028 -0.079 1 0.01 0.03 0.09
7 0 4.151 -0.039 1.464 0.000 3.016 0.026 1 0.01 0.01 0.14
1A 40 -14.813 -0.350 0.461 0.000 0.760 0.103 1 0.00 0.03 0.03
1B 40 -14.813 0.382 0.461 0.000 0.760 -0.113 1 0.00 0.03 0.03
1C 40 -14.813 -0.350 -0.485 0.000 -0.777 0.103 1 0.00 0.03 0.04
1D 40 -14.813 0.382 -0.485 0.000 -0.777 -0.113 1 0.00 0.03 0.04
1E 40 9.860 -0.350 0.461 0.000 0.760 0.103 1 0.00 0.02 0.03
1F 40 9.860 0.382 0.461 0.000 0.760 -0.113 1 0.00 0.02 0.03
1G 40 9.860 -0.350 -0.485 0.000 -0.777 0.103 1 0.00 0.02 0.04
1H 40 9.860 0.382 -0.485 0.000 -0.777 -0.113 1 0.00 0.02 0.04
1I 40 -6.590 -0.099 0.708 0.000 1.157 0.029 1 0.01 0.01 0.05
1J 40 -6.590 0.130 0.708 0.000 1.157 -0.039 1 0.01 0.01 0.05
1K 40 -6.590 -0.099 -0.732 0.000 -1.175 0.029 1 0.01 0.01 0.05
1L 40 -6.590 0.130 -0.732 0.000 -1.175 -0.039 1 0.01 0.01 0.05
1M 40 1.637 -0.099 0.708 0.000 1.157 0.029 1 0.01 0.00 0.05
1N 40 1.637 0.130 0.708 0.000 1.157 -0.039 1 0.01 0.00 0.05
1O 40 1.637 -0.099 -0.732 0.000 -1.175 0.029 1 0.01 0.00 0.05
1P 40 1.637 0.130 -0.732 0.000 -1.175 -0.039 1 0.01 0.00 0.05
2 40 -15.115 0.114 -1.008 0.000 -1.625 -0.033 1 0.01 0.03 0.07
7 40 4.217 -0.039 1.464 0.000 2.430 0.011 1 0.01 0.01 0.11
1A 80 -14.747 -0.350 0.461 0.000 0.575 -0.037 1 0.00 0.03 0.03
1B 80 -14.747 0.382 0.461 0.000 0.575 0.040 1 0.00 0.03 0.03
1C 80 -14.747 -0.350 -0.485 0.000 -0.583 -0.037 1 0.00 0.03 0.03
1D 80 -14.747 0.382 -0.485 0.000 -0.583 0.040 1 0.00 0.03 0.03
1E 80 9.925 -0.350 0.461 0.000 0.575 -0.037 1 0.00 0.02 0.03
1F 80 9.925 0.382 0.461 0.000 0.575 0.040 1 0.00 0.02 0.03
1G 80 9.925 -0.350 -0.485 0.000 -0.583 -0.037 1 0.00 0.02 0.03
1H 80 9.925 0.382 -0.485 0.000 -0.583 0.040 1 0.00 0.02 0.03
1I 80 -6.525 -0.099 0.708 0.000 0.874 -0.011 1 0.01 0.01 0.04
1J 80 -6.525 0.130 0.708 0.000 0.874 0.014 1 0.01 0.01 0.04
1K 80 -6.525 -0.099 -0.732 0.000 -0.882 -0.011 1 0.01 0.01 0.04
1L 80 -6.525 0.130 -0.732 0.000 -0.882 0.014 1 0.01 0.01 0.04
1M 80 1.703 -0.099 0.708 0.000 0.874 -0.011 1 0.01 0.00 0.04
1N 80 1.703 0.130 0.708 0.000 0.874 0.014 1 0.01 0.00 0.04
1O 80 1.703 -0.099 -0.732 0.000 -0.882 -0.011 1 0.01 0.00 0.04
1P 80 1.703 0.130 -0.732 0.000 -0.882 0.014 1 0.01 0.00 0.04
2 80 -15.030 0.114 -1.008 0.000 -1.221 0.012 1 0.01 0.03 0.06
7 80 4.282 -0.039 1.464 0.000 1.844 -0.005 1 0.01 0.01 0.08
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -14.878 0.945 0.243 1 0.9130 1.0039 0.9873 1.0000 0.9815 0.03 0.04 0.10 Snell. 'yx'= 32
1B -14.878 0.945 -0.266 1 0.9130 1.0039 0.9874 1.0000 0.9815 0.03 0.04 0.10 Snell. 'yx'= 32
1C -14.878 -0.971 0.243 1 0.9130 1.0038 0.9873 1.0000 0.9817 0.03 0.05 0.10 Snell. 'yx'= 32
1D -14.878 -0.971 -0.266 1 0.9130 1.0038 0.9874 1.0000 0.9817 0.03 0.05 0.10 Snell. 'yx'= 32
1E 9.925 0.945 0.243 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.03 -- Snell. 'yx'= 32
1F 9.925 0.945 -0.266 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.03 -- Snell. 'yx'= 32
1G 9.925 -0.971 0.243 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.03 -- Snell. 'yx'= 32
1H 9.925 -0.971 -0.266 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.03 -- Snell. 'yx'= 32
1I -6.656 1.441 0.068 1 0.9130 1.0017 0.9943 1.0000 0.9816 0.01 0.07 0.09 Snell. 'yx'= 32
1J -6.656 1.441 -0.091 1 0.9130 1.0017 0.9944 1.0000 0.9816 0.01 0.07 0.09 Snell. 'yx'= 32
1K -6.656 -1.467 0.068 1 0.9130 1.0017 0.9943 1.0000 0.9817 0.01 0.07 0.09 Snell. 'yx'= 32
1L -6.656 -1.467 -0.091 1 0.9130 1.0017 0.9944 1.0000 0.9817 0.01 0.07 0.09 Snell. 'yx'= 32
1M 1.703 1.441 0.068 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.07 -- Snell. 'yx'= 32
1N 1.703 1.441 -0.091 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.07 -- Snell. 'yx'= 32
1O 1.703 -1.467 0.068 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.07 -- Snell. 'yx'= 32
1P 1.703 -1.467 -0.091 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.07 -- Snell. 'yx'= 32
2 -15.200 -2.028 -0.079 1 0.9130 1.0039 0.9871 1.0000 0.9817 0.03 0.10 0.13 Snell. 'yx'= 32
7 4.282 3.016 0.026 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.14 -- Snell. 'yx'= 32
ASTA NUM. 23 NI 41 NF 28 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -2.923 -0.372 0.157 0.000 0.038 0.170 1 0.00 0.01 0.02
1B 0 -2.923 0.361 0.157 0.000 0.038 -0.174 1 0.00 0.01 0.02
1C 0 -2.923 -0.372 -0.134 0.000 -0.147 0.170 1 0.00 0.01 0.02
1D 0 -2.923 0.361 -0.134 0.000 -0.147 -0.174 1 0.00 0.01 0.02
1E 0 0.889 -0.372 0.157 0.000 0.038 0.170 1 0.00 0.00 0.02
1F 0 0.889 0.361 0.157 0.000 0.038 -0.174 1 0.00 0.00 0.02
1G 0 0.889 -0.372 -0.134 0.000 -0.147 0.170 1 0.00 0.00 0.02
1H 0 0.889 0.361 -0.134 0.000 -0.147 -0.174 1 0.00 0.00 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 115
1I 0 -1.862 -0.116 0.232 0.000 0.088 0.050 1 0.00 0.00 0.00
1J 0 -1.862 0.106 0.232 0.000 0.088 -0.054 1 0.00 0.00 0.01
1K 0 -1.862 -0.116 -0.210 0.000 -0.196 0.050 1 0.00 0.00 0.01
1L 0 -1.862 0.106 -0.210 0.000 -0.196 -0.054 1 0.00 0.00 0.01
1M 0 -0.172 -0.116 0.232 0.000 0.088 0.050 1 0.00 0.00 0.00
1N 0 -0.172 0.106 0.232 0.000 0.088 -0.054 1 0.00 0.00 0.01
1O 0 -0.172 -0.116 -0.210 0.000 -0.196 0.050 1 0.00 0.00 0.01
1P 0 -0.172 0.106 -0.210 0.000 -0.196 -0.054 1 0.00 0.00 0.01
2 0 -9.187 -0.094 -0.143 0.000 -0.781 0.006 1 0.00 0.02 0.04
7 0 2.377 0.034 0.451 0.000 0.557 -0.006 1 0.00 0.00 0.03
1A 50 -2.842 -0.372 0.157 0.000 -0.040 -0.015 1 0.00 0.01 0.00
1B 50 -2.842 0.361 0.157 0.000 -0.040 0.007 1 0.00 0.01 0.00
1C 50 -2.842 -0.372 -0.134 0.000 -0.079 -0.015 1 0.00 0.01 0.00
1D 50 -2.842 0.361 -0.134 0.000 -0.079 0.007 1 0.00 0.01 0.00
1E 50 0.971 -0.372 0.157 0.000 -0.040 -0.015 1 0.00 0.00 0.00
1F 50 0.971 0.361 0.157 0.000 -0.040 0.007 1 0.00 0.00 0.00
1G 50 0.971 -0.372 -0.134 0.000 -0.079 -0.015 1 0.00 0.00 0.00
1H 50 0.971 0.361 -0.134 0.000 -0.079 0.007 1 0.00 0.00 0.00
1I 50 -1.781 -0.116 0.232 0.000 -0.028 -0.008 1 0.00 0.00 0.00
1J 50 -1.781 0.106 0.232 0.000 -0.028 -0.001 1 0.00 0.00 0.00
1K 50 -1.781 -0.116 -0.210 0.000 -0.091 -0.008 1 0.00 0.00 0.00
1L 50 -1.781 0.106 -0.210 0.000 -0.091 -0.001 1 0.00 0.00 0.00
1M 50 -0.090 -0.116 0.232 0.000 -0.028 -0.008 1 0.00 0.00 0.00
1N 50 -0.090 0.106 0.232 0.000 -0.028 -0.001 1 0.00 0.00 0.00
1O 50 -0.090 -0.116 -0.210 0.000 -0.091 -0.008 1 0.00 0.00 0.00
1P 50 -0.090 0.106 -0.210 0.000 -0.091 -0.001 1 0.00 0.00 0.00
2 50 -9.081 -0.094 -0.143 0.000 -0.710 -0.041 1 0.00 0.02 0.03
7 50 2.459 0.034 0.451 0.000 0.332 0.011 1 0.00 0.00 0.02
1A 100 -2.760 -0.372 0.157 0.000 -0.119 -0.201 1 0.00 0.00 0.02
1B 100 -2.760 0.361 0.157 0.000 -0.119 0.188 1 0.00 0.00 0.02
1C 100 -2.760 -0.372 -0.134 0.000 -0.012 -0.201 1 0.00 0.00 0.02
1D 100 -2.760 0.361 -0.134 0.000 -0.012 0.188 1 0.00 0.00 0.02
1E 100 1.052 -0.372 0.157 0.000 -0.119 -0.201 1 0.00 0.00 0.02
1F 100 1.052 0.361 0.157 0.000 -0.119 0.188 1 0.00 0.00 0.02
1G 100 1.052 -0.372 -0.134 0.000 -0.012 -0.201 1 0.00 0.00 0.02
1H 100 1.052 0.361 -0.134 0.000 -0.012 0.188 1 0.00 0.00 0.02
1I 100 -1.699 -0.116 0.232 0.000 -0.144 -0.067 1 0.00 0.00 0.01
1J 100 -1.699 0.106 0.232 0.000 -0.144 0.053 1 0.00 0.00 0.01
1K 100 -1.699 -0.116 -0.210 0.000 0.014 -0.067 1 0.00 0.00 0.01
1L 100 -1.699 0.106 -0.210 0.000 0.014 0.053 1 0.00 0.00 0.00
1M 100 -0.009 -0.116 0.232 0.000 -0.144 -0.067 1 0.00 0.00 0.01
1N 100 -0.009 0.106 0.232 0.000 -0.144 0.053 1 0.00 0.00 0.01
1O 100 -0.009 -0.116 -0.210 0.000 0.014 -0.067 1 0.00 0.00 0.01
1P 100 -0.009 0.106 -0.210 0.000 0.014 0.053 1 0.00 0.00 0.00
2 100 -8.975 -0.094 -0.143 0.000 -0.638 -0.088 1 0.00 0.02 0.03
7 100 2.540 0.034 0.451 0.000 0.107 0.028 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -2.923 -0.119 -0.201 1 0.8637 0.9992 0.9949 0.9999 0.9904 0.01 0.01 0.03 Snell. 'yx'= 40
1B -2.923 -0.119 0.188 1 0.8637 0.9992 0.9948 0.9999 0.9904 0.01 0.01 0.03 Snell. 'yx'= 40
1C -2.923 -0.147 -0.201 1 0.8637 1.0001 0.9949 0.9999 0.9814 0.01 0.01 0.03 Snell. 'yx'= 40
1D -2.923 -0.147 0.188 1 0.8637 1.0001 0.9948 0.9999 0.9814 0.01 0.01 0.03 Snell. 'yx'= 40
1E 1.052 -0.119 -0.201 1 0.8637 0.0000 0.0000 0.0000 0.9904 -- 0.00 -- Snell. 'yx'= 40
1F 1.052 -0.119 0.188 1 0.8637 0.0000 0.0000 0.0000 0.9904 -- 0.00 -- Snell. 'yx'= 40
1G 1.052 -0.147 -0.201 1 0.8637 0.0000 0.0000 0.0000 0.9814 -- 0.01 -- Snell. 'yx'= 40
1H 1.052 -0.147 0.188 1 0.8637 0.0000 0.0000 0.0000 0.9814 -- 0.01 -- Snell. 'yx'= 40
1I -1.862 -0.144 -0.067 1 0.8637 0.9991 0.9969 1.0000 0.9944 0.00 0.01 0.02 Snell. 'yx'= 40
1J -1.862 -0.144 -0.054 1 0.8637 0.9991 0.9967 0.9999 0.9944 0.00 0.01 0.02 Snell. 'yx'= 40
1K -1.862 -0.196 -0.067 1 0.8637 0.9998 0.9969 1.0000 0.9850 0.00 0.01 0.02 Snell. 'yx'= 40
1L -1.862 -0.196 -0.054 1 0.8637 0.9998 0.9967 0.9999 0.9850 0.00 0.01 0.02 Snell. 'yx'= 40
1M -0.172 -0.144 -0.067 1 0.8637 0.9999 0.9997 1.0000 0.9944 0.00 0.01 0.01 Snell. 'yx'= 40
1N -0.172 -0.144 -0.054 1 0.8637 0.9999 0.9997 1.0000 0.9944 0.00 0.01 0.01 Snell. 'yx'= 40
1O -0.172 -0.196 -0.067 1 0.8637 1.0000 0.9997 1.0000 0.9850 0.00 0.01 0.02 Snell. 'yx'= 40
1P -0.172 -0.196 -0.054 1 0.8637 1.0000 0.9997 1.0000 0.9850 0.00 0.01 0.01 Snell. 'yx'= 40
2 -9.187 -0.781 -0.088 1 0.8637 1.0050 0.9930 1.0000 0.9632 0.02 0.04 0.06 Snell. 'yx'= 40
7 2.540 0.557 0.028 1 0.8637 0.0000 0.0000 0.0000 0.9787 -- 0.02 -- Snell. 'yx'= 40
ASTA NUM. 24 NI 30 NF 53 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -13.302 -0.412 0.212 0.000 0.610 0.272 1 0.00 0.02 0.03
1B 0 -13.302 0.434 0.212 0.000 0.610 -0.290 1 0.00 0.02 0.03
1C 0 -13.302 -0.412 -0.190 0.000 -0.656 0.272 1 0.00 0.02 0.03
1D 0 -13.302 0.434 -0.190 0.000 -0.656 -0.290 1 0.00 0.02 0.03
1E 0 10.952 -0.412 0.212 0.000 0.610 0.272 1 0.00 0.02 0.03
1F 0 10.952 0.434 0.212 0.000 0.610 -0.290 1 0.00 0.02 0.03
1G 0 10.952 -0.412 -0.190 0.000 -0.656 0.272 1 0.00 0.02 0.03
1H 0 10.952 0.434 -0.190 0.000 -0.656 -0.290 1 0.00 0.02 0.03
1I 0 -4.988 -0.119 0.297 0.000 0.903 0.078 1 0.00 0.01 0.04
1J 0 -4.988 0.141 0.297 0.000 0.903 -0.095 1 0.00 0.01 0.04
1K 0 -4.988 -0.119 -0.275 0.000 -0.949 0.078 1 0.00 0.01 0.04
1L 0 -4.988 0.141 -0.275 0.000 -0.949 -0.095 1 0.00 0.01 0.04
1M 0 2.638 -0.119 0.297 0.000 0.903 0.078 1 0.00 0.00 0.04
1N 0 2.638 0.141 0.297 0.000 0.903 -0.095 1 0.00 0.00 0.04
1O 0 2.638 -0.119 -0.275 0.000 -0.949 0.078 1 0.00 0.00 0.04
1P 0 2.638 0.141 -0.275 0.000 -0.949 -0.095 1 0.00 0.00 0.04
2 0 -7.411 0.085 -0.144 0.000 -1.183 -0.061 1 0.00 0.01 0.05
7 0 1.411 -0.019 0.450 0.000 1.818 0.012 1 0.00 0.00 0.08
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 116
1A 40 -13.237 -0.412 0.212 0.000 0.525 0.108 1 0.00 0.02 0.02
1B 40 -13.237 0.434 0.212 0.000 0.525 -0.116 1 0.00 0.02 0.02
1C 40 -13.237 -0.412 -0.190 0.000 -0.579 0.108 1 0.00 0.02 0.03
1D 40 -13.237 0.434 -0.190 0.000 -0.579 -0.116 1 0.00 0.02 0.03
1E 40 11.017 -0.412 0.212 0.000 0.525 0.108 1 0.00 0.02 0.02
1F 40 11.017 0.434 0.212 0.000 0.525 -0.116 1 0.00 0.02 0.02
1G 40 11.017 -0.412 -0.190 0.000 -0.579 0.108 1 0.00 0.02 0.03
1H 40 11.017 0.434 -0.190 0.000 -0.579 -0.116 1 0.00 0.02 0.03
1I 40 -4.923 -0.119 0.297 0.000 0.784 0.030 1 0.00 0.01 0.04
1J 40 -4.923 0.141 0.297 0.000 0.784 -0.039 1 0.00 0.01 0.04
1K 40 -4.923 -0.119 -0.275 0.000 -0.839 0.030 1 0.00 0.01 0.04
1L 40 -4.923 0.141 -0.275 0.000 -0.839 -0.039 1 0.00 0.01 0.04
1M 40 2.703 -0.119 0.297 0.000 0.784 0.030 1 0.00 0.00 0.04
1N 40 2.703 0.141 0.297 0.000 0.784 -0.039 1 0.00 0.00 0.04
1O 40 2.703 -0.119 -0.275 0.000 -0.839 0.030 1 0.00 0.00 0.04
1P 40 2.703 0.141 -0.275 0.000 -0.839 -0.039 1 0.00 0.00 0.04
2 40 -7.327 0.085 -0.144 0.000 -1.125 -0.026 1 0.00 0.01 0.05
7 40 1.477 -0.019 0.450 0.000 1.638 0.005 1 0.00 0.00 0.08
1A 80 -13.172 -0.412 0.212 0.000 0.440 -0.057 1 0.00 0.02 0.02
1B 80 -13.172 0.434 0.212 0.000 0.440 0.058 1 0.00 0.02 0.02
1C 80 -13.172 -0.412 -0.190 0.000 -0.503 -0.057 1 0.00 0.02 0.02
1D 80 -13.172 0.434 -0.190 0.000 -0.503 0.058 1 0.00 0.02 0.02
1E 80 11.082 -0.412 0.212 0.000 0.440 -0.057 1 0.00 0.02 0.02
1F 80 11.082 0.434 0.212 0.000 0.440 0.058 1 0.00 0.02 0.02
1G 80 11.082 -0.412 -0.190 0.000 -0.503 -0.057 1 0.00 0.02 0.02
1H 80 11.082 0.434 -0.190 0.000 -0.503 0.058 1 0.00 0.02 0.02
1I 80 -4.858 -0.119 0.297 0.000 0.666 -0.017 1 0.00 0.01 0.03
1J 80 -4.858 0.141 0.297 0.000 0.666 0.018 1 0.00 0.01 0.03
1K 80 -4.858 -0.119 -0.275 0.000 -0.729 -0.017 1 0.00 0.01 0.03
1L 80 -4.858 0.141 -0.275 0.000 -0.729 0.018 1 0.00 0.01 0.03
1M 80 2.768 -0.119 0.297 0.000 0.666 -0.017 1 0.00 0.00 0.03
1N 80 2.768 0.141 0.297 0.000 0.666 0.018 1 0.00 0.00 0.03
1O 80 2.768 -0.119 -0.275 0.000 -0.729 -0.017 1 0.00 0.00 0.03
1P 80 2.768 0.141 -0.275 0.000 -0.729 0.018 1 0.00 0.00 0.03
2 80 -7.242 0.085 -0.144 0.000 -1.067 0.008 1 0.00 0.01 0.05
7 80 1.542 -0.019 0.450 0.000 1.458 -0.003 1 0.00 0.00 0.07
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -13.302 0.610 0.272 1 0.9130 1.0043 0.9879 1.0000 0.9793 0.03 0.03 0.08 Snell. 'yx'= 32
1B -13.302 0.610 -0.290 1 0.9130 1.0043 0.9881 1.0000 0.9793 0.03 0.03 0.08 Snell. 'yx'= 32
1C -13.302 -0.656 0.272 1 0.9130 1.0046 0.9879 1.0000 0.9783 0.03 0.03 0.08 Snell. 'yx'= 32
1D -13.302 -0.656 -0.290 1 0.9130 1.0046 0.9881 1.0000 0.9783 0.03 0.03 0.08 Snell. 'yx'= 32
1E 11.082 0.610 0.272 1 0.9130 0.0000 0.0000 0.0000 0.9793 -- 0.01 -- Snell. 'yx'= 32
1F 11.082 0.610 -0.290 1 0.9130 0.0000 0.0000 0.0000 0.9793 -- 0.01 -- Snell. 'yx'= 32
1G 11.082 -0.656 0.272 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.02 -- Snell. 'yx'= 32
1H 11.082 -0.656 -0.290 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.02 -- Snell. 'yx'= 32
1I -4.988 0.903 0.078 1 0.9130 1.0017 0.9954 1.0000 0.9789 0.01 0.04 0.06 Snell. 'yx'= 32
1J -4.988 0.903 -0.095 1 0.9130 1.0017 0.9956 1.0000 0.9789 0.01 0.04 0.06 Snell. 'yx'= 32
1K -4.988 -0.949 0.078 1 0.9130 1.0017 0.9954 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1L -4.988 -0.949 -0.095 1 0.9130 1.0017 0.9956 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1M 2.768 0.903 0.078 1 0.9130 0.0000 0.0000 0.0000 0.9789 -- 0.04 -- Snell. 'yx'= 32
1N 2.768 0.903 -0.095 1 0.9130 0.0000 0.0000 0.0000 0.9789 -- 0.04 -- Snell. 'yx'= 32
1O 2.768 -0.949 0.078 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
1P 2.768 -0.949 -0.095 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
2 -7.411 -1.183 -0.061 1 0.9130 1.0031 0.9939 1.0000 0.9759 0.01 0.06 0.07 Snell. 'yx'= 32
7 1.542 1.818 0.012 1 0.9130 0.0000 0.0000 0.0000 0.9778 -- 0.08 -- Snell. 'yx'= 32
ASTA NUM. 25 NI 21 NF 54 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -14.457 -0.421 0.190 0.000 0.574 0.278 1 0.00 0.03 0.03
1B 0 -14.457 0.452 0.190 0.000 0.574 -0.300 1 0.00 0.03 0.03
1C 0 -14.457 -0.421 -0.167 0.000 -0.617 0.278 1 0.00 0.03 0.03
1D 0 -14.457 0.452 -0.167 0.000 -0.617 -0.300 1 0.00 0.03 0.03
1E 0 10.073 -0.421 0.190 0.000 0.574 0.278 1 0.00 0.02 0.03
1F 0 10.073 0.452 0.190 0.000 0.574 -0.300 1 0.00 0.02 0.03
1G 0 10.073 -0.421 -0.167 0.000 -0.617 0.278 1 0.00 0.02 0.03
1H 0 10.073 0.452 -0.167 0.000 -0.617 -0.300 1 0.00 0.02 0.03
1I 0 -6.282 -0.120 0.292 0.000 0.895 0.079 1 0.00 0.01 0.04
1J 0 -6.282 0.152 0.292 0.000 0.895 -0.101 1 0.00 0.01 0.04
1K 0 -6.282 -0.120 -0.268 0.000 -0.938 0.079 1 0.00 0.01 0.04
1L 0 -6.282 0.152 -0.268 0.000 -0.938 -0.101 1 0.00 0.01 0.04
1M 0 1.898 -0.120 0.292 0.000 0.895 0.079 1 0.00 0.00 0.04
1N 0 1.898 0.152 0.292 0.000 0.895 -0.101 1 0.00 0.00 0.04
1O 0 1.898 -0.120 -0.268 0.000 -0.938 0.079 1 0.00 0.00 0.04
1P 0 1.898 0.152 -0.268 0.000 -0.938 -0.101 1 0.00 0.00 0.04
2 0 -13.490 0.109 -0.141 0.000 -1.178 -0.073 1 0.00 0.02 0.05
7 0 2.335 -0.020 0.451 0.000 1.820 0.013 1 0.00 0.00 0.08
1A 40 -14.392 -0.421 0.190 0.000 0.498 0.110 1 0.00 0.03 0.02
1B 40 -14.392 0.452 0.190 0.000 0.498 -0.119 1 0.00 0.03 0.02
1C 40 -14.392 -0.421 -0.167 0.000 -0.551 0.110 1 0.00 0.03 0.03
1D 40 -14.392 0.452 -0.167 0.000 -0.551 -0.119 1 0.00 0.03 0.03
1E 40 10.138 -0.421 0.190 0.000 0.498 0.110 1 0.00 0.02 0.02
1F 40 10.138 0.452 0.190 0.000 0.498 -0.119 1 0.00 0.02 0.02
1G 40 10.138 -0.421 -0.167 0.000 -0.551 0.110 1 0.00 0.02 0.03
1H 40 10.138 0.452 -0.167 0.000 -0.551 -0.119 1 0.00 0.02 0.03
1I 40 -6.217 -0.120 0.292 0.000 0.778 0.031 1 0.00 0.01 0.04
1J 40 -6.217 0.152 0.292 0.000 0.778 -0.040 1 0.00 0.01 0.04
1K 40 -6.217 -0.120 -0.268 0.000 -0.831 0.031 1 0.00 0.01 0.04
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 117
1L 40 -6.217 0.152 -0.268 0.000 -0.831 -0.040 1 0.00 0.01 0.04
1M 40 1.963 -0.120 0.292 0.000 0.778 0.031 1 0.00 0.00 0.04
1N 40 1.963 0.152 0.292 0.000 0.778 -0.040 1 0.00 0.00 0.04
1O 40 1.963 -0.120 -0.268 0.000 -0.831 0.031 1 0.00 0.00 0.04
1P 40 1.963 0.152 -0.268 0.000 -0.831 -0.040 1 0.00 0.00 0.04
2 40 -13.405 0.109 -0.141 0.000 -1.121 -0.029 1 0.00 0.02 0.05
7 40 2.401 -0.020 0.451 0.000 1.640 0.005 1 0.00 0.00 0.08
1A 80 -14.327 -0.421 0.190 0.000 0.422 -0.059 1 0.00 0.03 0.02
1B 80 -14.327 0.452 0.190 0.000 0.422 0.062 1 0.00 0.03 0.02
1C 80 -14.327 -0.421 -0.167 0.000 -0.484 -0.059 1 0.00 0.03 0.02
1D 80 -14.327 0.452 -0.167 0.000 -0.484 0.062 1 0.00 0.03 0.02
1E 80 10.203 -0.421 0.190 0.000 0.422 -0.059 1 0.00 0.02 0.02
1F 80 10.203 0.452 0.190 0.000 0.422 0.062 1 0.00 0.02 0.02
1G 80 10.203 -0.421 -0.167 0.000 -0.484 -0.059 1 0.00 0.02 0.02
1H 80 10.203 0.452 -0.167 0.000 -0.484 0.062 1 0.00 0.02 0.02
1I 80 -6.152 -0.120 0.292 0.000 0.661 -0.017 1 0.00 0.01 0.03
1J 80 -6.152 0.152 0.292 0.000 0.661 0.021 1 0.00 0.01 0.03
1K 80 -6.152 -0.120 -0.268 0.000 -0.724 -0.017 1 0.00 0.01 0.03
1L 80 -6.152 0.152 -0.268 0.000 -0.724 0.021 1 0.00 0.01 0.03
1M 80 2.028 -0.120 0.292 0.000 0.661 -0.017 1 0.00 0.00 0.03
1N 80 2.028 0.152 0.292 0.000 0.661 0.021 1 0.00 0.00 0.03
1O 80 2.028 -0.120 -0.268 0.000 -0.724 -0.017 1 0.00 0.00 0.03
1P 80 2.028 0.152 -0.268 0.000 -0.724 0.021 1 0.00 0.00 0.03
2 80 -13.320 0.109 -0.141 0.000 -1.065 0.015 1 0.00 0.02 0.05
7 80 2.466 -0.020 0.451 0.000 1.459 -0.003 1 0.00 0.00 0.07
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -14.457 0.574 0.278 1 0.9130 1.0048 0.9869 1.0000 0.9790 0.03 0.03 0.08 Snell. 'yx'= 32
1B -14.457 0.574 -0.300 1 0.9130 1.0048 0.9869 1.0000 0.9790 0.03 0.03 0.08 Snell. 'yx'= 32
1C -14.457 -0.617 0.278 1 0.9130 1.0052 0.9869 1.0000 0.9781 0.03 0.03 0.08 Snell. 'yx'= 32
1D -14.457 -0.617 -0.300 1 0.9130 1.0052 0.9869 1.0000 0.9781 0.03 0.03 0.08 Snell. 'yx'= 32
1E 10.203 0.574 0.278 1 0.9130 0.0000 0.0000 0.0000 0.9790 -- 0.01 -- Snell. 'yx'= 32
1F 10.203 0.574 -0.300 1 0.9130 0.0000 0.0000 0.0000 0.9790 -- 0.01 -- Snell. 'yx'= 32
1G 10.203 -0.617 0.278 1 0.9130 0.0000 0.0000 0.0000 0.9781 -- 0.02 -- Snell. 'yx'= 32
1H 10.203 -0.617 -0.300 1 0.9130 0.0000 0.0000 0.0000 0.9781 -- 0.02 -- Snell. 'yx'= 32
1I -6.282 0.895 0.079 1 0.9130 1.0021 0.9942 1.0000 0.9789 0.01 0.04 0.06 Snell. 'yx'= 32
1J -6.282 0.895 -0.101 1 0.9130 1.0021 0.9943 1.0000 0.9789 0.01 0.04 0.06 Snell. 'yx'= 32
1K -6.282 -0.938 0.079 1 0.9130 1.0022 0.9942 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1L -6.282 -0.938 -0.101 1 0.9130 1.0022 0.9943 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1M 2.028 0.895 0.079 1 0.9130 0.0000 0.0000 0.0000 0.9789 -- 0.04 -- Snell. 'yx'= 32
1N 2.028 0.895 -0.101 1 0.9130 0.0000 0.0000 0.0000 0.9789 -- 0.04 -- Snell. 'yx'= 32
1O 2.028 -0.938 0.079 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
1P 2.028 -0.938 -0.101 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
2 -13.490 -1.178 -0.073 1 0.9130 1.0057 0.9879 1.0000 0.9759 0.03 0.06 0.09 Snell. 'yx'= 32
7 2.466 1.820 0.013 1 0.9130 0.0000 0.0000 0.0000 0.9778 -- 0.08 -- Snell. 'yx'= 32
ASTA NUM. 26 NI 54 NF 42 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -9.128 -0.411 0.192 0.000 0.421 0.452 1 0.00 0.02 0.04
1B 0 -9.128 0.437 0.192 0.000 0.421 -0.483 1 0.00 0.02 0.05
1C 0 -9.128 -0.411 -0.169 0.000 -0.483 0.452 1 0.00 0.02 0.04
1D 0 -9.128 0.437 -0.169 0.000 -0.483 -0.483 1 0.00 0.02 0.05
1E 0 5.356 -0.411 0.192 0.000 0.421 0.452 1 0.00 0.01 0.04
1F 0 5.356 0.437 0.192 0.000 0.421 -0.483 1 0.00 0.01 0.05
1G 0 5.356 -0.411 -0.169 0.000 -0.483 0.452 1 0.00 0.01 0.04
1H 0 5.356 0.437 -0.169 0.000 -0.483 -0.483 1 0.00 0.01 0.05
1I 0 -4.420 -0.118 0.287 0.000 0.661 0.129 1 0.00 0.01 0.03
1J 0 -4.420 0.144 0.287 0.000 0.661 -0.160 1 0.00 0.01 0.03
1K 0 -4.420 -0.118 -0.264 0.000 -0.723 0.129 1 0.00 0.01 0.03
1L 0 -4.420 0.144 -0.264 0.000 -0.723 -0.160 1 0.00 0.01 0.03
1M 0 0.648 -0.118 0.287 0.000 0.661 0.129 1 0.00 0.00 0.03
1N 0 0.648 0.144 0.287 0.000 0.661 -0.160 1 0.00 0.00 0.03
1O 0 0.648 -0.118 -0.264 0.000 -0.723 0.129 1 0.00 0.00 0.03
1P 0 0.648 0.144 -0.264 0.000 -0.723 -0.160 1 0.00 0.00 0.03
2 0 -12.150 0.091 -0.142 0.000 -1.065 -0.105 1 0.00 0.02 0.05
7 0 2.258 -0.017 0.451 0.000 1.459 0.019 1 0.00 0.00 0.07
1A 100 -8.965 -0.411 0.192 0.000 0.229 0.041 1 0.00 0.02 0.01
1B 100 -8.965 0.437 0.192 0.000 0.229 -0.046 1 0.00 0.02 0.01
1C 100 -8.965 -0.411 -0.169 0.000 -0.314 0.041 1 0.00 0.02 0.01
1D 100 -8.965 0.437 -0.169 0.000 -0.314 -0.046 1 0.00 0.02 0.01
1E 100 5.520 -0.411 0.192 0.000 0.229 0.041 1 0.00 0.01 0.01
1F 100 5.520 0.437 0.192 0.000 0.229 -0.046 1 0.00 0.01 0.01
1G 100 5.520 -0.411 -0.169 0.000 -0.314 0.041 1 0.00 0.01 0.01
1H 100 5.520 0.437 -0.169 0.000 -0.314 -0.046 1 0.00 0.01 0.01
1I 100 -4.256 -0.118 0.287 0.000 0.375 0.011 1 0.00 0.01 0.02
1J 100 -4.256 0.144 0.287 0.000 0.375 -0.016 1 0.00 0.01 0.02
1K 100 -4.256 -0.118 -0.264 0.000 -0.460 0.011 1 0.00 0.01 0.02
1L 100 -4.256 0.144 -0.264 0.000 -0.460 -0.016 1 0.00 0.01 0.02
1M 100 0.811 -0.118 0.287 0.000 0.375 0.011 1 0.00 0.00 0.02
1N 100 0.811 0.144 0.287 0.000 0.375 -0.016 1 0.00 0.00 0.02
1O 100 0.811 -0.118 -0.264 0.000 -0.460 0.011 1 0.00 0.00 0.02
1P 100 0.811 0.144 -0.264 0.000 -0.460 -0.016 1 0.00 0.00 0.02
2 100 -11.940 0.091 -0.142 0.000 -0.923 -0.014 1 0.00 0.02 0.04
7 100 2.422 -0.017 0.451 0.000 1.008 0.002 1 0.00 0.00 0.05
1A 200 -8.801 -0.411 0.192 0.000 0.037 -0.370 1 0.00 0.02 0.03
1B 200 -8.801 0.437 0.192 0.000 0.037 0.391 1 0.00 0.02 0.04
1C 200 -8.801 -0.411 -0.169 0.000 -0.145 -0.370 1 0.00 0.02 0.03
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 118
1D 200 -8.801 0.437 -0.169 0.000 -0.145 0.391 1 0.00 0.02 0.04
1E 200 5.683 -0.411 0.192 0.000 0.037 -0.370 1 0.00 0.01 0.03
1F 200 5.683 0.437 0.192 0.000 0.037 0.391 1 0.00 0.01 0.04
1G 200 5.683 -0.411 -0.169 0.000 -0.145 -0.370 1 0.00 0.01 0.03
1H 200 5.683 0.437 -0.169 0.000 -0.145 0.391 1 0.00 0.01 0.04
1I 200 -4.093 -0.118 0.287 0.000 0.088 -0.107 1 0.00 0.01 0.01
1J 200 -4.093 0.144 0.287 0.000 0.088 0.128 1 0.00 0.01 0.01
1K 200 -4.093 -0.118 -0.264 0.000 -0.196 -0.107 1 0.00 0.01 0.01
1L 200 -4.093 0.144 -0.264 0.000 -0.196 0.128 1 0.00 0.01 0.01
1M 200 0.975 -0.118 0.287 0.000 0.088 -0.107 1 0.00 0.00 0.01
1N 200 0.975 0.144 0.287 0.000 0.088 0.128 1 0.00 0.00 0.01
1O 200 0.975 -0.118 -0.264 0.000 -0.196 -0.107 1 0.00 0.00 0.01
1P 200 0.975 0.144 -0.264 0.000 -0.196 0.128 1 0.00 0.00 0.01
2 200 -11.730 0.091 -0.142 0.000 -0.781 0.077 1 0.00 0.02 0.04
7 200 2.585 -0.017 0.451 0.000 0.557 -0.015 1 0.00 0.00 0.03
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -9.128 0.421 0.452 1 0.5845 1.0030 0.9759 0.9952 0.9364 0.03 0.09 0.09 Snell. 'yx'= 80
1B -9.128 0.421 -0.483 1 0.5845 1.0030 0.9759 0.9952 0.9364 0.03 0.09 0.09 Snell. 'yx'= 80
1C -9.128 -0.483 0.452 1 0.5845 1.0061 0.9759 0.9952 0.9253 0.03 0.09 0.09 Snell. 'yx'= 80
1D -9.128 -0.483 -0.483 1 0.5845 1.0061 0.9759 0.9952 0.9253 0.03 0.10 0.09 Snell. 'yx'= 80
1E 5.683 0.421 0.452 1 0.5845 0.0000 0.0000 0.0000 0.9364 -- 0.01 -- Snell. 'yx'= 80
1F 5.683 0.421 -0.483 1 0.5845 0.0000 0.0000 0.0000 0.9364 -- 0.01 -- Snell. 'yx'= 80
1G 5.683 -0.483 0.452 1 0.5845 0.0000 0.0000 0.0000 0.9253 -- 0.02 -- Snell. 'yx'= 80
1H 5.683 -0.483 -0.483 1 0.5845 0.0000 0.0000 0.0000 0.9253 -- 0.02 -- Snell. 'yx'= 80
1I -4.420 0.661 0.129 1 0.5845 1.0018 0.9883 0.9977 0.9342 0.01 0.06 0.06 Snell. 'yx'= 80
1J -4.420 0.661 -0.160 1 0.5845 1.0018 0.9883 0.9977 0.9342 0.01 0.06 0.06 Snell. 'yx'= 80
1K -4.420 -0.723 0.129 1 0.5845 1.0028 0.9883 0.9977 0.9268 0.01 0.06 0.06 Snell. 'yx'= 80
1L -4.420 -0.723 -0.160 1 0.5845 1.0028 0.9883 0.9977 0.9268 0.01 0.06 0.06 Snell. 'yx'= 80
1M 0.975 0.661 0.129 1 0.5845 0.0000 0.0000 0.0000 0.9342 -- 0.03 -- Snell. 'yx'= 80
1N 0.975 0.661 -0.160 1 0.5845 0.0000 0.0000 0.0000 0.9342 -- 0.03 -- Snell. 'yx'= 80
1O 0.975 -0.723 0.129 1 0.5845 0.0000 0.0000 0.0000 0.9268 -- 0.03 -- Snell. 'yx'= 80
1P 0.975 -0.723 -0.160 1 0.5845 0.0000 0.0000 0.0000 0.9268 -- 0.03 -- Snell. 'yx'= 80
2 -12.150 -1.065 -0.105 1 0.5845 1.0167 0.9679 0.9939 0.9014 0.04 0.10 0.10 Snell. 'yx'= 80
7 2.585 1.459 0.019 1 0.5845 0.0000 0.0000 0.0000 0.9212 -- 0.07 -- Snell. 'yx'= 80
ASTA NUM. 27 NI 2 NF 45 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -14.976 -0.378 0.189 0.000 0.385 0.263 1 0.00 0.03 0.02
1B 0 -14.976 0.371 0.189 0.000 0.385 -0.259 1 0.00 0.03 0.02
1C 0 -14.976 -0.378 -0.215 0.000 -0.422 0.263 1 0.00 0.03 0.02
1D 0 -14.976 0.371 -0.215 0.000 -0.422 -0.259 1 0.00 0.03 0.02
1E 0 10.582 -0.378 0.189 0.000 0.385 0.263 1 0.00 0.02 0.02
1F 0 10.582 0.371 0.189 0.000 0.385 -0.259 1 0.00 0.02 0.02
1G 0 10.582 -0.378 -0.215 0.000 -0.422 0.263 1 0.00 0.02 0.02
1H 0 10.582 0.371 -0.215 0.000 -0.422 -0.259 1 0.00 0.02 0.02
1I 0 -6.331 -0.117 0.629 0.000 1.279 0.081 1 0.01 0.01 0.06
1J 0 -6.331 0.110 0.629 0.000 1.279 -0.077 1 0.01 0.01 0.06
1K 0 -6.331 -0.117 -0.655 0.000 -1.316 0.081 1 0.01 0.01 0.06
1L 0 -6.331 0.110 -0.655 0.000 -1.316 -0.077 1 0.01 0.01 0.06
1M 0 1.937 -0.117 0.629 0.000 1.279 0.081 1 0.01 0.00 0.06
1N 0 1.937 0.110 0.629 0.000 1.279 -0.077 1 0.01 0.00 0.06
1O 0 1.937 -0.117 -0.655 0.000 -1.316 0.081 1 0.01 0.00 0.06
1P 0 1.937 0.110 -0.655 0.000 -1.316 -0.077 1 0.01 0.00 0.06
2 0 -11.920 -0.013 -1.017 0.000 -2.061 0.008 1 0.01 0.02 0.09
7 0 2.858 0.003 1.465 0.000 3.025 -0.002 1 0.01 0.01 0.14
1A 40 -14.911 -0.378 0.189 0.000 0.310 0.112 1 0.00 0.03 0.01
1B 40 -14.911 0.371 0.189 0.000 0.310 -0.111 1 0.00 0.03 0.01
1C 40 -14.911 -0.378 -0.215 0.000 -0.336 0.112 1 0.00 0.03 0.02
1D 40 -14.911 0.371 -0.215 0.000 -0.336 -0.111 1 0.00 0.03 0.02
1E 40 10.648 -0.378 0.189 0.000 0.310 0.112 1 0.00 0.02 0.01
1F 40 10.648 0.371 0.189 0.000 0.310 -0.111 1 0.00 0.02 0.01
1G 40 10.648 -0.378 -0.215 0.000 -0.336 0.112 1 0.00 0.02 0.02
1H 40 10.648 0.371 -0.215 0.000 -0.336 -0.111 1 0.00 0.02 0.02
1I 40 -6.266 -0.117 0.629 0.000 1.028 0.034 1 0.01 0.01 0.05
1J 40 -6.266 0.110 0.629 0.000 1.028 -0.033 1 0.01 0.01 0.05
1K 40 -6.266 -0.117 -0.655 0.000 -1.054 0.034 1 0.01 0.01 0.05
1L 40 -6.266 0.110 -0.655 0.000 -1.054 -0.033 1 0.01 0.01 0.05
1M 40 2.003 -0.117 0.629 0.000 1.028 0.034 1 0.01 0.00 0.05
1N 40 2.003 0.110 0.629 0.000 1.028 -0.033 1 0.01 0.00 0.05
1O 40 2.003 -0.117 -0.655 0.000 -1.054 0.034 1 0.01 0.00 0.05
1P 40 2.003 0.110 -0.655 0.000 -1.054 -0.033 1 0.01 0.00 0.05
2 40 -11.835 -0.013 -1.017 0.000 -1.655 0.002 1 0.01 0.02 0.08
7 40 2.924 0.003 1.465 0.000 2.439 -0.001 1 0.01 0.01 0.11
1A 80 -14.845 -0.378 0.189 0.000 0.234 -0.039 1 0.00 0.03 0.01
1B 80 -14.845 0.371 0.189 0.000 0.234 0.038 1 0.00 0.03 0.01
1C 80 -14.845 -0.378 -0.215 0.000 -0.250 -0.039 1 0.00 0.03 0.01
1D 80 -14.845 0.371 -0.215 0.000 -0.250 0.038 1 0.00 0.03 0.01
1E 80 10.713 -0.378 0.189 0.000 0.234 -0.039 1 0.00 0.02 0.01
1F 80 10.713 0.371 0.189 0.000 0.234 0.038 1 0.00 0.02 0.01
1G 80 10.713 -0.378 -0.215 0.000 -0.250 -0.039 1 0.00 0.02 0.01
1H 80 10.713 0.371 -0.215 0.000 -0.250 0.038 1 0.00 0.02 0.01
1I 80 -6.200 -0.117 0.629 0.000 0.776 -0.013 1 0.01 0.01 0.04
1J 80 -6.200 0.110 0.629 0.000 0.776 0.011 1 0.01 0.01 0.04
1K 80 -6.200 -0.117 -0.655 0.000 -0.792 -0.013 1 0.01 0.01 0.04
1L 80 -6.200 0.110 -0.655 0.000 -0.792 0.011 1 0.01 0.01 0.04
1M 80 2.068 -0.117 0.629 0.000 0.776 -0.013 1 0.01 0.00 0.04
1N 80 2.068 0.110 0.629 0.000 0.776 0.011 1 0.01 0.00 0.04
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 119
1O 80 2.068 -0.117 -0.655 0.000 -0.792 -0.013 1 0.01 0.00 0.04
1P 80 2.068 0.110 -0.655 0.000 -0.792 0.011 1 0.01 0.00 0.04
2 80 -11.750 -0.013 -1.017 0.000 -1.248 -0.003 1 0.01 0.02 0.06
7 80 2.989 0.003 1.465 0.000 1.853 0.001 1 0.01 0.01 0.09
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -14.976 0.385 0.263 1 0.9130 1.0039 0.9873 1.0000 0.9815 0.03 0.02 0.07 Snell. 'yx'= 32
1B -14.976 0.385 -0.259 1 0.9130 1.0039 0.9873 1.0000 0.9815 0.03 0.02 0.07 Snell. 'yx'= 32
1C -14.976 -0.422 0.263 1 0.9130 1.0038 0.9873 1.0000 0.9818 0.03 0.02 0.07 Snell. 'yx'= 32
1D -14.976 -0.422 -0.259 1 0.9130 1.0038 0.9873 1.0000 0.9818 0.03 0.02 0.07 Snell. 'yx'= 32
1E 10.713 0.385 0.263 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.00 -- Snell. 'yx'= 32
1F 10.713 0.385 -0.259 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.00 -- Snell. 'yx'= 32
1G 10.713 -0.422 0.263 1 0.9130 0.0000 0.0000 0.0000 0.9818 -- 0.01 -- Snell. 'yx'= 32
1H 10.713 -0.422 -0.259 1 0.9130 0.0000 0.0000 0.0000 0.9818 -- 0.01 -- Snell. 'yx'= 32
1I -6.331 1.279 0.081 1 0.9130 1.0016 0.9946 1.0000 0.9816 0.01 0.06 0.08 Snell. 'yx'= 32
1J -6.331 1.279 -0.077 1 0.9130 1.0016 0.9947 1.0000 0.9816 0.01 0.06 0.08 Snell. 'yx'= 32
1K -6.331 -1.316 0.081 1 0.9130 1.0016 0.9946 1.0000 0.9817 0.01 0.06 0.08 Snell. 'yx'= 32
1L -6.331 -1.316 -0.077 1 0.9130 1.0016 0.9947 1.0000 0.9817 0.01 0.06 0.08 Snell. 'yx'= 32
1M 2.068 1.279 0.081 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.06 -- Snell. 'yx'= 32
1N 2.068 1.279 -0.077 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.06 -- Snell. 'yx'= 32
1O 2.068 -1.316 0.081 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.06 -- Snell. 'yx'= 32
1P 2.068 -1.316 -0.077 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.06 -- Snell. 'yx'= 32
2 -11.920 -2.061 0.008 1 0.9130 1.0031 0.9872 1.0000 0.9816 0.02 0.10 0.12 Snell. 'yx'= 32
7 2.989 3.025 -0.002 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.14 -- Snell. 'yx'= 32
ASTA NUM. 28 NI 45 NF 33 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -10.445 -0.371 0.182 0.000 0.235 0.422 1 0.00 0.02 0.04
1B 0 -10.445 0.371 0.182 0.000 0.235 -0.422 1 0.00 0.02 0.04
1C 0 -10.445 -0.371 -0.208 0.000 -0.251 0.422 1 0.00 0.02 0.04
1D 0 -10.445 0.371 -0.208 0.000 -0.251 -0.422 1 0.00 0.02 0.04
1E 0 6.351 -0.371 0.182 0.000 0.235 0.422 1 0.00 0.01 0.04
1F 0 6.351 0.371 0.182 0.000 0.235 -0.422 1 0.00 0.01 0.04
1G 0 6.351 -0.371 -0.208 0.000 -0.251 0.422 1 0.00 0.01 0.04
1H 0 6.351 0.371 -0.208 0.000 -0.251 -0.422 1 0.00 0.01 0.04
1I 0 -4.866 -0.111 0.620 0.000 0.776 0.127 1 0.01 0.01 0.04
1J 0 -4.866 0.111 0.620 0.000 0.776 -0.126 1 0.01 0.01 0.04
1K 0 -4.866 -0.111 -0.646 0.000 -0.792 0.127 1 0.01 0.01 0.04
1L 0 -4.866 0.111 -0.646 0.000 -0.792 -0.126 1 0.01 0.01 0.04
1M 0 0.772 -0.111 0.620 0.000 0.776 0.127 1 0.01 0.00 0.04
1N 0 0.772 0.111 0.620 0.000 0.776 -0.126 1 0.01 0.00 0.04
1O 0 0.772 -0.111 -0.646 0.000 -0.792 0.127 1 0.01 0.00 0.04
1P 0 0.772 0.111 -0.646 0.000 -0.792 -0.126 1 0.01 0.00 0.04
2 0 -11.720 -0.001 -1.017 0.000 -1.248 0.001 1 0.01 0.02 0.06
7 0 3.005 0.000 1.465 0.000 1.853 0.000 1 0.01 0.01 0.09
1A 100 -10.281 -0.371 0.182 0.000 0.053 0.051 1 0.00 0.02 0.00
1B 100 -10.281 0.371 0.182 0.000 0.053 -0.051 1 0.00 0.02 0.00
1C 100 -10.281 -0.371 -0.208 0.000 -0.042 0.051 1 0.00 0.02 0.00
1D 100 -10.281 0.371 -0.208 0.000 -0.042 -0.051 1 0.00 0.02 0.00
1E 100 6.514 -0.371 0.182 0.000 0.053 0.051 1 0.00 0.01 0.00
1F 100 6.514 0.371 0.182 0.000 0.053 -0.051 1 0.00 0.01 0.00
1G 100 6.514 -0.371 -0.208 0.000 -0.042 0.051 1 0.00 0.01 0.00
1H 100 6.514 0.371 -0.208 0.000 -0.042 -0.051 1 0.00 0.01 0.00
1I 100 -4.702 -0.111 0.620 0.000 0.156 0.015 1 0.01 0.01 0.01
1J 100 -4.702 0.111 0.620 0.000 0.156 -0.015 1 0.01 0.01 0.01
1K 100 -4.702 -0.111 -0.646 0.000 -0.146 0.015 1 0.01 0.01 0.01
1L 100 -4.702 0.111 -0.646 0.000 -0.146 -0.015 1 0.01 0.01 0.01
1M 100 0.935 -0.111 0.620 0.000 0.156 0.015 1 0.01 0.00 0.01
1N 100 0.935 0.111 0.620 0.000 0.156 -0.015 1 0.01 0.00 0.01
1O 100 0.935 -0.111 -0.646 0.000 -0.146 0.015 1 0.01 0.00 0.01
1P 100 0.935 0.111 -0.646 0.000 -0.146 -0.015 1 0.01 0.00 0.01
2 100 -11.505 -0.001 -1.017 0.000 -0.231 0.000 1 0.01 0.02 0.01
7 100 3.169 0.000 1.465 0.000 0.388 0.000 1 0.01 0.01 0.02
1A 200 -10.118 -0.371 0.182 0.000 -0.129 -0.320 1 0.00 0.02 0.03
1B 200 -10.118 0.371 0.182 0.000 -0.129 0.320 1 0.00 0.02 0.03
1C 200 -10.118 -0.371 -0.208 0.000 0.166 -0.320 1 0.00 0.02 0.03
1D 200 -10.118 0.371 -0.208 0.000 0.166 0.320 1 0.00 0.02 0.03
1E 200 6.678 -0.371 0.182 0.000 -0.129 -0.320 1 0.00 0.01 0.03
1F 200 6.678 0.371 0.182 0.000 -0.129 0.320 1 0.00 0.01 0.03
1G 200 6.678 -0.371 -0.208 0.000 0.166 -0.320 1 0.00 0.01 0.03
1H 200 6.678 0.371 -0.208 0.000 0.166 0.320 1 0.00 0.01 0.03
1I 200 -4.539 -0.111 0.620 0.000 -0.464 -0.096 1 0.01 0.01 0.02
1J 200 -4.539 0.111 0.620 0.000 -0.464 0.096 1 0.01 0.01 0.02
1K 200 -4.539 -0.111 -0.646 0.000 0.501 -0.096 1 0.01 0.01 0.02
1L 200 -4.539 0.111 -0.646 0.000 0.501 0.096 1 0.01 0.01 0.02
1M 200 1.099 -0.111 0.620 0.000 -0.464 -0.096 1 0.01 0.00 0.02
1N 200 1.099 0.111 0.620 0.000 -0.464 0.096 1 0.01 0.00 0.02
1O 200 1.099 -0.111 -0.646 0.000 0.501 -0.096 1 0.01 0.00 0.02
1P 200 1.099 0.111 -0.646 0.000 0.501 0.096 1 0.01 0.00 0.02
2 200 -11.290 -0.001 -1.017 0.000 0.786 -0.001 1 0.01 0.02 0.04
7 200 3.332 0.000 1.465 0.000 -1.077 0.000 1 0.01 0.01 0.05
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 120
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -10.445 0.235 0.422 1 0.5845 0.9927 0.9724 0.9947 0.9609 0.03 0.01 0.08 Snell. 'yx'= 80
1B -10.445 0.235 -0.422 1 0.5845 0.9927 0.9724 0.9947 0.9609 0.03 0.01 0.08 Snell. 'yx'= 80
1C -10.445 -0.251 0.422 1 0.5845 0.9908 0.9724 0.9947 0.9625 0.03 0.01 0.08 Snell. 'yx'= 80
1D -10.445 -0.251 -0.422 1 0.5845 0.9908 0.9724 0.9947 0.9625 0.03 0.01 0.08 Snell. 'yx'= 80
1E 6.678 0.235 0.422 1 0.5845 0.0000 0.0000 0.0000 0.9609 -- 0.00 -- Snell. 'yx'= 80
1F 6.678 0.235 -0.422 1 0.5845 0.0000 0.0000 0.0000 0.9609 -- 0.00 -- Snell. 'yx'= 80
1G 6.678 -0.251 0.422 1 0.5845 0.0000 0.0000 0.0000 0.9625 -- 0.00 -- Snell. 'yx'= 80
1H 6.678 -0.251 -0.422 1 0.5845 0.0000 0.0000 0.0000 0.9625 -- 0.00 -- Snell. 'yx'= 80
1I -4.866 0.776 0.127 1 0.5845 0.9962 0.9871 0.9975 0.9616 0.01 0.04 0.06 Snell. 'yx'= 80
1J -4.866 0.776 -0.126 1 0.5845 0.9962 0.9871 0.9975 0.9616 0.01 0.04 0.06 Snell. 'yx'= 80
1K -4.866 -0.792 0.127 1 0.5845 0.9959 0.9871 0.9975 0.9621 0.01 0.04 0.06 Snell. 'yx'= 80
1L -4.866 -0.792 -0.126 1 0.5845 0.9959 0.9871 0.9975 0.9621 0.01 0.04 0.06 Snell. 'yx'= 80
1M 1.099 0.776 0.127 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.04 -- Snell. 'yx'= 80
1N 1.099 0.776 -0.126 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.04 -- Snell. 'yx'= 80
1O 1.099 -0.792 0.127 1 0.5845 0.0000 0.0000 0.0000 0.9621 -- 0.04 -- Snell. 'yx'= 80
1P 1.099 -0.792 -0.126 1 0.5845 0.0000 0.0000 0.0000 0.9621 -- 0.04 -- Snell. 'yx'= 80
2 -11.720 -1.248 -0.001 1 0.5845 0.9902 0.9690 0.9936 0.9621 0.04 0.06 0.09 Snell. 'yx'= 80
7 3.332 1.853 0.000 1 0.5845 0.0000 0.0000 0.0000 0.9613 -- 0.08 -- Snell. 'yx'= 80
ASTA NUM. 29 NI 34 NF 7 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -5.395 -0.330 0.164 0.000 0.165 0.174 1 0.00 0.01 0.02
1B 0 -5.395 0.336 0.164 0.000 0.165 -0.175 1 0.00 0.01 0.02
1C 0 -5.395 -0.330 -0.190 0.000 -0.128 0.174 1 0.00 0.01 0.02
1D 0 -5.395 0.336 -0.190 0.000 -0.128 -0.175 1 0.00 0.01 0.02
1E 0 1.999 -0.330 0.164 0.000 0.165 0.174 1 0.00 0.00 0.02
1F 0 1.999 0.336 0.164 0.000 0.165 -0.175 1 0.00 0.00 0.02
1G 0 1.999 -0.330 -0.190 0.000 -0.128 0.174 1 0.00 0.00 0.02
1H 0 1.999 0.336 -0.190 0.000 -0.128 -0.175 1 0.00 0.00 0.02
1I 0 -3.106 -0.097 0.561 0.000 0.500 0.052 1 0.00 0.01 0.02
1J 0 -3.106 0.103 0.561 0.000 0.500 -0.053 1 0.00 0.01 0.02
1K 0 -3.106 -0.097 -0.588 0.000 -0.463 0.052 1 0.01 0.01 0.02
1L 0 -3.106 0.103 -0.588 0.000 -0.463 -0.053 1 0.01 0.01 0.02
1M 0 -0.290 -0.097 0.561 0.000 0.500 0.052 1 0.00 0.00 0.02
1N 0 -0.290 0.103 0.561 0.000 0.500 -0.053 1 0.00 0.00 0.02
1O 0 -0.290 -0.097 -0.588 0.000 -0.463 0.052 1 0.01 0.00 0.02
1P 0 -0.290 0.103 -0.588 0.000 -0.463 -0.053 1 0.01 0.00 0.02
2 0 -11.260 0.003 -1.017 0.000 0.786 -0.001 1 0.01 0.02 0.04
7 0 3.352 0.004 1.465 0.000 -1.077 -0.001 1 0.01 0.01 0.05
1A 50 -5.314 -0.330 0.164 0.000 0.260 0.008 1 0.00 0.01 0.01
1B 50 -5.314 0.336 0.164 0.000 0.260 -0.007 1 0.00 0.01 0.01
1C 50 -5.314 -0.330 -0.190 0.000 -0.210 0.008 1 0.00 0.01 0.01
1D 50 -5.314 0.336 -0.190 0.000 -0.210 -0.007 1 0.00 0.01 0.01
1E 50 2.081 -0.330 0.164 0.000 0.260 0.008 1 0.00 0.00 0.01
1F 50 2.081 0.336 0.164 0.000 0.260 -0.007 1 0.00 0.00 0.01
1G 50 2.081 -0.330 -0.190 0.000 -0.210 0.008 1 0.00 0.00 0.01
1H 50 2.081 0.336 -0.190 0.000 -0.210 -0.007 1 0.00 0.00 0.01
1I 50 -3.025 -0.097 0.561 0.000 0.794 0.003 1 0.00 0.01 0.04
1J 50 -3.025 0.103 0.561 0.000 0.794 -0.002 1 0.00 0.01 0.04
1K 50 -3.025 -0.097 -0.588 0.000 -0.744 0.003 1 0.01 0.01 0.03
1L 50 -3.025 0.103 -0.588 0.000 -0.744 -0.002 1 0.01 0.01 0.03
1M 50 -0.208 -0.097 0.561 0.000 0.794 0.003 1 0.00 0.00 0.04
1N 50 -0.208 0.103 0.561 0.000 0.794 -0.002 1 0.00 0.00 0.04
1O 50 -0.208 -0.097 -0.588 0.000 -0.744 0.003 1 0.01 0.00 0.03
1P 50 -0.208 0.103 -0.588 0.000 -0.744 -0.002 1 0.01 0.00 0.03
2 50 -11.155 0.003 -1.017 0.000 1.294 0.000 1 0.01 0.02 0.06
7 50 3.434 0.004 1.465 0.000 -1.810 0.001 1 0.01 0.01 0.08
1A 100 -5.232 -0.330 0.164 0.000 0.355 -0.157 1 0.00 0.01 0.02
1B 100 -5.232 0.336 0.164 0.000 0.355 0.161 1 0.00 0.01 0.02
1C 100 -5.232 -0.330 -0.190 0.000 -0.292 -0.157 1 0.00 0.01 0.01
1D 100 -5.232 0.336 -0.190 0.000 -0.292 0.161 1 0.00 0.01 0.02
1E 100 2.162 -0.330 0.164 0.000 0.355 -0.157 1 0.00 0.00 0.02
1F 100 2.162 0.336 0.164 0.000 0.355 0.161 1 0.00 0.00 0.02
1G 100 2.162 -0.330 -0.190 0.000 -0.292 -0.157 1 0.00 0.00 0.01
1H 100 2.162 0.336 -0.190 0.000 -0.292 0.161 1 0.00 0.00 0.02
1I 100 -2.943 -0.097 0.561 0.000 1.088 -0.046 1 0.00 0.01 0.05
1J 100 -2.943 0.103 0.561 0.000 1.088 0.050 1 0.00 0.01 0.05
1K 100 -2.943 -0.097 -0.588 0.000 -1.025 -0.046 1 0.01 0.01 0.05
1L 100 -2.943 0.103 -0.588 0.000 -1.025 0.050 1 0.01 0.01 0.05
1M 100 -0.127 -0.097 0.561 0.000 1.088 -0.046 1 0.00 0.00 0.05
1N 100 -0.127 0.103 0.561 0.000 1.088 0.050 1 0.00 0.00 0.05
1O 100 -0.127 -0.097 -0.588 0.000 -1.025 -0.046 1 0.01 0.00 0.05
1P 100 -0.127 0.103 -0.588 0.000 -1.025 0.050 1 0.01 0.00 0.05
2 100 -11.050 0.003 -1.017 0.000 1.802 0.002 1 0.01 0.02 0.08
7 100 3.515 0.004 1.465 0.000 -2.542 0.003 1 0.01 0.01 0.12
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -5.395 0.355 0.174 1 0.8637 1.0016 0.9904 0.9998 0.9719 0.01 0.02 0.04 Snell. 'yx'= 40
1B -5.395 0.355 -0.175 1 0.8637 1.0016 0.9904 0.9998 0.9719 0.01 0.02 0.04 Snell. 'yx'= 40
1C -5.395 -0.292 0.174 1 0.8637 1.0015 0.9904 0.9998 0.9725 0.01 0.01 0.04 Snell. 'yx'= 40
1D -5.395 -0.292 -0.175 1 0.8637 1.0015 0.9904 0.9998 0.9725 0.01 0.01 0.04 Snell. 'yx'= 40
1E 2.162 0.355 0.174 1 0.8637 0.0000 0.0000 0.0000 0.9719 -- 0.01 -- Snell. 'yx'= 40
1F 2.162 0.355 -0.175 1 0.8637 0.0000 0.0000 0.0000 0.9719 -- 0.01 -- Snell. 'yx'= 40
1G 2.162 -0.292 0.174 1 0.8637 0.0000 0.0000 0.0000 0.9725 -- 0.01 -- Snell. 'yx'= 40
1H 2.162 -0.292 -0.175 1 0.8637 0.0000 0.0000 0.0000 0.9725 -- 0.01 -- Snell. 'yx'= 40
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 121
1I -3.106 1.088 0.052 1 0.8637 1.0009 0.9944 0.9999 0.9720 0.01 0.05 0.06 Snell. 'yx'= 40
1J -3.106 1.088 -0.053 1 0.8637 1.0009 0.9944 0.9999 0.9720 0.01 0.05 0.06 Snell. 'yx'= 40
1K -3.106 -1.025 0.052 1 0.8637 1.0009 0.9944 0.9999 0.9722 0.01 0.05 0.06 Snell. 'yx'= 40
1L -3.106 -1.025 -0.053 1 0.8637 1.0009 0.9944 0.9999 0.9722 0.01 0.05 0.06 Snell. 'yx'= 40
1M -0.290 1.088 0.052 1 0.8637 1.0001 0.9995 1.0000 0.9720 0.00 0.05 0.06 Snell. 'yx'= 40
1N -0.290 1.088 -0.053 1 0.8637 1.0001 0.9995 1.0000 0.9720 0.00 0.05 0.06 Snell. 'yx'= 40
1O -0.290 -1.025 0.052 1 0.8637 1.0001 0.9995 1.0000 0.9722 0.00 0.05 0.05 Snell. 'yx'= 40
1P -0.290 -1.025 -0.053 1 0.8637 1.0001 0.9995 1.0000 0.9722 0.00 0.05 0.05 Snell. 'yx'= 40
2 -11.260 1.802 0.002 1 0.8637 1.0030 0.9861 1.0000 0.9726 0.02 0.09 0.11 Snell. 'yx'= 40
7 3.515 -2.542 0.003 1 0.8637 0.0000 0.0000 0.0000 0.9730 -- 0.12 -- Snell. 'yx'= 40
ASTA NUM. 30 NI 9 NF 46 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -14.963 -0.372 0.189 0.000 0.385 0.260 1 0.00 0.03 0.02
1B 0 -14.963 0.377 0.189 0.000 0.385 -0.263 1 0.00 0.03 0.02
1C 0 -14.963 -0.372 -0.215 0.000 -0.422 0.260 1 0.00 0.03 0.02
1D 0 -14.963 0.377 -0.215 0.000 -0.422 -0.263 1 0.00 0.03 0.02
1E 0 10.595 -0.372 0.189 0.000 0.385 0.260 1 0.00 0.02 0.02
1F 0 10.595 0.377 0.189 0.000 0.385 -0.263 1 0.00 0.02 0.02
1G 0 10.595 -0.372 -0.215 0.000 -0.422 0.260 1 0.00 0.02 0.02
1H 0 10.595 0.377 -0.215 0.000 -0.422 -0.263 1 0.00 0.02 0.02
1I 0 -6.318 -0.111 0.629 0.000 1.279 0.077 1 0.01 0.01 0.06
1J 0 -6.318 0.116 0.629 0.000 1.279 -0.081 1 0.01 0.01 0.06
1K 0 -6.318 -0.111 -0.656 0.000 -1.316 0.077 1 0.01 0.01 0.06
1L 0 -6.318 0.116 -0.656 0.000 -1.316 -0.081 1 0.01 0.01 0.06
1M 0 1.950 -0.111 0.629 0.000 1.279 0.077 1 0.01 0.00 0.06
1N 0 1.950 0.116 0.629 0.000 1.279 -0.081 1 0.01 0.00 0.06
1O 0 1.950 -0.111 -0.656 0.000 -1.316 0.077 1 0.01 0.00 0.06
1P 0 1.950 0.116 -0.656 0.000 -1.316 -0.081 1 0.01 0.00 0.06
2 0 -11.880 0.012 -1.017 0.000 -2.061 -0.007 1 0.01 0.02 0.09
7 0 2.859 -0.003 1.465 0.000 3.025 0.002 1 0.01 0.01 0.14
1A 40 -14.897 -0.372 0.189 0.000 0.310 0.111 1 0.00 0.03 0.01
1B 40 -14.897 0.377 0.189 0.000 0.310 -0.112 1 0.00 0.03 0.01
1C 40 -14.897 -0.372 -0.215 0.000 -0.336 0.111 1 0.00 0.03 0.02
1D 40 -14.897 0.377 -0.215 0.000 -0.336 -0.112 1 0.00 0.03 0.02
1E 40 10.660 -0.372 0.189 0.000 0.310 0.111 1 0.00 0.02 0.01
1F 40 10.660 0.377 0.189 0.000 0.310 -0.112 1 0.00 0.02 0.01
1G 40 10.660 -0.372 -0.215 0.000 -0.336 0.111 1 0.00 0.02 0.02
1H 40 10.660 0.377 -0.215 0.000 -0.336 -0.112 1 0.00 0.02 0.02
1I 40 -6.252 -0.111 0.629 0.000 1.028 0.033 1 0.01 0.01 0.05
1J 40 -6.252 0.116 0.629 0.000 1.028 -0.034 1 0.01 0.01 0.05
1K 40 -6.252 -0.111 -0.656 0.000 -1.054 0.033 1 0.01 0.01 0.05
1L 40 -6.252 0.116 -0.656 0.000 -1.054 -0.034 1 0.01 0.01 0.05
1M 40 2.015 -0.111 0.629 0.000 1.028 0.033 1 0.01 0.00 0.05
1N 40 2.015 0.116 0.629 0.000 1.028 -0.034 1 0.01 0.00 0.05
1O 40 2.015 -0.111 -0.656 0.000 -1.054 0.033 1 0.01 0.00 0.05
1P 40 2.015 0.116 -0.656 0.000 -1.054 -0.034 1 0.01 0.00 0.05
2 40 -11.795 0.012 -1.017 0.000 -1.655 -0.002 1 0.01 0.02 0.08
7 40 2.924 -0.003 1.465 0.000 2.439 0.001 1 0.01 0.01 0.11
1A 80 -14.832 -0.372 0.189 0.000 0.234 -0.038 1 0.00 0.03 0.01
1B 80 -14.832 0.377 0.189 0.000 0.234 0.039 1 0.00 0.03 0.01
1C 80 -14.832 -0.372 -0.215 0.000 -0.250 -0.038 1 0.00 0.03 0.01
1D 80 -14.832 0.377 -0.215 0.000 -0.250 0.039 1 0.00 0.03 0.01
1E 80 10.726 -0.372 0.189 0.000 0.234 -0.038 1 0.00 0.02 0.01
1F 80 10.726 0.377 0.189 0.000 0.234 0.039 1 0.00 0.02 0.01
1G 80 10.726 -0.372 -0.215 0.000 -0.250 -0.038 1 0.00 0.02 0.01
1H 80 10.726 0.377 -0.215 0.000 -0.250 0.039 1 0.00 0.02 0.01
1I 80 -6.187 -0.111 0.629 0.000 0.776 -0.011 1 0.01 0.01 0.04
1J 80 -6.187 0.116 0.629 0.000 0.776 0.013 1 0.01 0.01 0.04
1K 80 -6.187 -0.111 -0.656 0.000 -0.792 -0.011 1 0.01 0.01 0.04
1L 80 -6.187 0.116 -0.656 0.000 -0.792 0.013 1 0.01 0.01 0.04
1M 80 2.081 -0.111 0.629 0.000 0.776 -0.011 1 0.01 0.00 0.04
1N 80 2.081 0.116 0.629 0.000 0.776 0.013 1 0.01 0.00 0.04
1O 80 2.081 -0.111 -0.656 0.000 -0.792 -0.011 1 0.01 0.00 0.04
1P 80 2.081 0.116 -0.656 0.000 -0.792 0.013 1 0.01 0.00 0.04
2 80 -11.710 0.012 -1.017 0.000 -1.248 0.003 1 0.01 0.02 0.06
7 80 2.989 -0.003 1.465 0.000 1.853 -0.000 1 0.01 0.01 0.09
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -14.963 0.385 0.260 1 0.9130 1.0039 0.9874 1.0000 0.9815 0.03 0.02 0.07 Snell. 'yx'= 32
1B -14.963 0.385 -0.263 1 0.9130 1.0039 0.9873 1.0000 0.9815 0.03 0.02 0.07 Snell. 'yx'= 32
1C -14.963 -0.422 0.260 1 0.9130 1.0038 0.9874 1.0000 0.9818 0.03 0.02 0.07 Snell. 'yx'= 32
1D -14.963 -0.422 -0.263 1 0.9130 1.0038 0.9873 1.0000 0.9818 0.03 0.02 0.07 Snell. 'yx'= 32
1E 10.726 0.385 0.260 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.00 -- Snell. 'yx'= 32
1F 10.726 0.385 -0.263 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.00 -- Snell. 'yx'= 32
1G 10.726 -0.422 0.260 1 0.9130 0.0000 0.0000 0.0000 0.9818 -- 0.01 -- Snell. 'yx'= 32
1H 10.726 -0.422 -0.263 1 0.9130 0.0000 0.0000 0.0000 0.9818 -- 0.01 -- Snell. 'yx'= 32
1I -6.318 1.279 0.077 1 0.9130 1.0016 0.9947 1.0000 0.9816 0.01 0.06 0.08 Snell. 'yx'= 32
1J -6.318 1.279 -0.081 1 0.9130 1.0016 0.9946 1.0000 0.9816 0.01 0.06 0.08 Snell. 'yx'= 32
1K -6.318 -1.316 0.077 1 0.9130 1.0016 0.9947 1.0000 0.9817 0.01 0.06 0.08 Snell. 'yx'= 32
1L -6.318 -1.316 -0.081 1 0.9130 1.0016 0.9946 1.0000 0.9817 0.01 0.06 0.08 Snell. 'yx'= 32
1M 2.081 1.279 0.077 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.06 -- Snell. 'yx'= 32
1N 2.081 1.279 -0.081 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.06 -- Snell. 'yx'= 32
1O 2.081 -1.316 0.077 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.06 -- Snell. 'yx'= 32
1P 2.081 -1.316 -0.081 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.06 -- Snell. 'yx'= 32
2 -11.880 -2.061 -0.007 1 0.9130 1.0031 0.9870 1.0000 0.9816 0.02 0.10 0.12 Snell. 'yx'= 32
7 2.989 3.025 0.002 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.14 -- Snell. 'yx'= 32
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 122
ASTA NUM. 31 NI 39 NF 3 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -3.328 -0.405 0.073 0.000 -0.012 0.187 1 0.00 0.01 0.02
1B 0 -3.328 0.368 0.073 0.000 -0.012 -0.176 1 0.00 0.01 0.02
1C 0 -3.328 -0.405 -0.047 0.000 -0.093 0.187 1 0.00 0.01 0.02
1D 0 -3.328 0.368 -0.047 0.000 -0.093 -0.176 1 0.00 0.01 0.02
1E 0 0.718 -0.405 0.073 0.000 -0.012 0.187 1 0.00 0.00 0.02
1F 0 0.718 0.368 0.073 0.000 -0.012 -0.176 1 0.00 0.00 0.02
1G 0 0.718 -0.405 -0.047 0.000 -0.093 0.187 1 0.00 0.00 0.02
1H 0 0.718 0.368 -0.047 0.000 -0.093 -0.176 1 0.00 0.00 0.02
1I 0 -2.184 -0.139 0.209 0.000 0.077 0.061 1 0.00 0.00 0.01
1J 0 -2.184 0.102 0.209 0.000 0.077 -0.051 1 0.00 0.00 0.00
1K 0 -2.184 -0.139 -0.183 0.000 -0.182 0.061 1 0.00 0.00 0.01
1L 0 -2.184 0.102 -0.183 0.000 -0.182 -0.051 1 0.00 0.00 0.01
1M 0 -0.426 -0.139 0.209 0.000 0.077 0.061 1 0.00 0.00 0.01
1N 0 -0.426 0.102 0.209 0.000 0.077 -0.051 1 0.00 0.00 0.00
1O 0 -0.426 -0.139 -0.183 0.000 -0.182 0.061 1 0.00 0.00 0.01
1P 0 -0.426 0.102 -0.183 0.000 -0.182 -0.051 1 0.00 0.00 0.01
2 0 -9.958 -0.191 -0.131 0.000 -0.771 0.053 1 0.00 0.02 0.04
7 0 2.252 0.054 0.448 0.000 0.555 -0.015 1 0.00 0.00 0.03
1A 50 -3.246 -0.405 0.073 0.000 -0.049 -0.016 1 0.00 0.01 0.00
1B 50 -3.246 0.368 0.073 0.000 -0.049 0.008 1 0.00 0.01 0.00
1C 50 -3.246 -0.405 -0.047 0.000 -0.069 -0.016 1 0.00 0.01 0.00
1D 50 -3.246 0.368 -0.047 0.000 -0.069 0.008 1 0.00 0.01 0.00
1E 50 0.799 -0.405 0.073 0.000 -0.049 -0.016 1 0.00 0.00 0.00
1F 50 0.799 0.368 0.073 0.000 -0.049 0.008 1 0.00 0.00 0.00
1G 50 0.799 -0.405 -0.047 0.000 -0.069 -0.016 1 0.00 0.00 0.00
1H 50 0.799 0.368 -0.047 0.000 -0.069 0.008 1 0.00 0.00 0.00
1I 50 -2.102 -0.139 0.209 0.000 -0.027 -0.009 1 0.00 0.00 0.00
1J 50 -2.102 0.102 0.209 0.000 -0.027 0.001 1 0.00 0.00 0.00
1K 50 -2.102 -0.139 -0.183 0.000 -0.091 -0.009 1 0.00 0.00 0.00
1L 50 -2.102 0.102 -0.183 0.000 -0.091 0.001 1 0.00 0.00 0.00
1M 50 -0.345 -0.139 0.209 0.000 -0.027 -0.009 1 0.00 0.00 0.00
1N 50 -0.345 0.102 0.209 0.000 -0.027 0.001 1 0.00 0.00 0.00
1O 50 -0.345 -0.139 -0.183 0.000 -0.091 -0.009 1 0.00 0.00 0.00
1P 50 -0.345 0.102 -0.183 0.000 -0.091 0.001 1 0.00 0.00 0.00
2 50 -9.852 -0.191 -0.131 0.000 -0.706 -0.042 1 0.00 0.02 0.03
7 50 2.334 0.054 0.448 0.000 0.331 0.012 1 0.00 0.00 0.02
1A 100 -3.165 -0.405 0.073 0.000 -0.086 -0.218 1 0.00 0.01 0.02
1B 100 -3.165 0.368 0.073 0.000 -0.086 0.192 1 0.00 0.01 0.02
1C 100 -3.165 -0.405 -0.047 0.000 -0.046 -0.218 1 0.00 0.01 0.02
1D 100 -3.165 0.368 -0.047 0.000 -0.046 0.192 1 0.00 0.01 0.02
1E 100 0.881 -0.405 0.073 0.000 -0.086 -0.218 1 0.00 0.00 0.02
1F 100 0.881 0.368 0.073 0.000 -0.086 0.192 1 0.00 0.00 0.02
1G 100 0.881 -0.405 -0.047 0.000 -0.046 -0.218 1 0.00 0.00 0.02
1H 100 0.881 0.368 -0.047 0.000 -0.046 0.192 1 0.00 0.00 0.02
1I 100 -2.021 -0.139 0.209 0.000 -0.132 -0.078 1 0.00 0.00 0.01
1J 100 -2.021 0.102 0.209 0.000 -0.132 0.052 1 0.00 0.00 0.01
1K 100 -2.021 -0.139 -0.183 0.000 0.001 -0.078 1 0.00 0.00 0.01
1L 100 -2.021 0.102 -0.183 0.000 0.001 0.052 1 0.00 0.00 0.00
1M 100 -0.263 -0.139 0.209 0.000 -0.132 -0.078 1 0.00 0.00 0.01
1N 100 -0.263 0.102 0.209 0.000 -0.132 0.052 1 0.00 0.00 0.01
1O 100 -0.263 -0.139 -0.183 0.000 0.001 -0.078 1 0.00 0.00 0.01
1P 100 -0.263 0.102 -0.183 0.000 0.001 0.052 1 0.00 0.00 0.00
2 100 -9.745 -0.191 -0.131 0.000 -0.640 -0.138 1 0.00 0.02 0.03
7 100 2.415 0.054 0.448 0.000 0.107 0.039 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -3.328 -0.086 -0.218 1 0.8637 1.0002 0.9941 0.9999 0.9800 0.01 0.00 0.03 Snell. 'yx'= 40
1B -3.328 -0.086 0.192 1 0.8637 1.0002 0.9941 0.9999 0.9800 0.01 0.00 0.03 Snell. 'yx'= 40
1C -3.328 -0.093 -0.218 1 0.8637 1.0010 0.9941 0.9999 0.9711 0.01 0.00 0.03 Snell. 'yx'= 40
1D -3.328 -0.093 0.192 1 0.8637 1.0010 0.9941 0.9999 0.9711 0.01 0.00 0.03 Snell. 'yx'= 40
1E 0.881 -0.086 -0.218 1 0.8637 0.0000 0.0000 0.0000 0.9800 -- 0.00 -- Snell. 'yx'= 40
1F 0.881 -0.086 0.192 1 0.8637 0.0000 0.0000 0.0000 0.9800 -- 0.00 -- Snell. 'yx'= 40
1G 0.881 -0.093 -0.218 1 0.8637 0.0000 0.0000 0.0000 0.9711 -- 0.00 -- Snell. 'yx'= 40
1H 0.881 -0.093 0.192 1 0.8637 0.0000 0.0000 0.0000 0.9711 -- 0.00 -- Snell. 'yx'= 40
1I -2.184 -0.132 -0.078 1 0.8637 0.9990 0.9963 0.9999 0.9942 0.00 0.01 0.02 Snell. 'yx'= 40
1J -2.184 -0.132 0.052 1 0.8637 0.9990 0.9961 0.9999 0.9942 0.00 0.01 0.02 Snell. 'yx'= 40
1K -2.184 -0.182 -0.078 1 0.8637 0.9999 0.9963 0.9999 0.9833 0.00 0.01 0.02 Snell. 'yx'= 40
1L -2.184 -0.182 0.052 1 0.8637 0.9999 0.9961 0.9999 0.9833 0.00 0.01 0.02 Snell. 'yx'= 40
1M -0.426 -0.132 -0.078 1 0.8637 0.9998 0.9993 1.0000 0.9942 0.00 0.01 0.01 Snell. 'yx'= 40
1N -0.426 -0.132 0.052 1 0.8637 0.9998 0.9992 1.0000 0.9942 0.00 0.01 0.01 Snell. 'yx'= 40
1O -0.426 -0.182 -0.078 1 0.8637 1.0000 0.9993 1.0000 0.9833 0.00 0.01 0.02 Snell. 'yx'= 40
1P -0.426 -0.182 0.052 1 0.8637 1.0000 0.9992 1.0000 0.9833 0.00 0.01 0.01 Snell. 'yx'= 40
2 -9.958 -0.771 -0.138 1 0.8637 1.0055 0.9884 1.0000 0.9629 0.02 0.04 0.07 Snell. 'yx'= 40
7 2.415 0.555 0.039 1 0.8637 0.0000 0.0000 0.0000 0.9786 -- 0.02 -- Snell. 'yx'= 40
ASTA NUM. 32 NI 1 NF 51 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -14.532 -0.449 0.099 0.000 0.248 0.297 1 0.00 0.03 0.03
1B 0 -14.532 0.445 0.099 0.000 0.248 -0.295 1 0.00 0.03 0.03
1C 0 -14.532 -0.449 -0.073 0.000 -0.279 0.297 1 0.00 0.03 0.03
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 123
1D 0 -14.532 0.445 -0.073 0.000 -0.279 -0.295 1 0.00 0.03 0.03
1E 0 10.948 -0.449 0.099 0.000 0.248 0.297 1 0.00 0.02 0.03
1F 0 10.948 0.445 0.099 0.000 0.248 -0.295 1 0.00 0.02 0.03
1G 0 10.948 -0.449 -0.073 0.000 -0.279 0.297 1 0.00 0.02 0.03
1H 0 10.948 0.445 -0.073 0.000 -0.279 -0.295 1 0.00 0.02 0.03
1I 0 -5.888 -0.137 0.265 0.000 0.805 0.090 1 0.00 0.01 0.04
1J 0 -5.888 0.133 0.265 0.000 0.805 -0.088 1 0.00 0.01 0.04
1K 0 -5.888 -0.137 -0.239 0.000 -0.836 0.090 1 0.00 0.01 0.04
1L 0 -5.888 0.133 -0.239 0.000 -0.836 -0.088 1 0.00 0.01 0.04
1M 0 2.304 -0.137 0.265 0.000 0.805 0.090 1 0.00 0.00 0.04
1N 0 2.304 0.133 0.265 0.000 0.805 -0.088 1 0.00 0.00 0.04
1O 0 2.304 -0.137 -0.239 0.000 -0.836 0.090 1 0.00 0.00 0.04
1P 0 2.304 0.133 -0.239 0.000 -0.836 -0.088 1 0.00 0.00 0.04
2 0 -10.590 -0.011 -0.131 0.000 -1.138 0.005 1 0.00 0.02 0.05
7 0 1.764 0.000 0.448 0.000 1.808 -0.000 1 0.00 0.00 0.08
1A 40 -14.467 -0.449 0.099 0.000 0.208 0.118 1 0.00 0.03 0.01
1B 40 -14.467 0.445 0.099 0.000 0.208 -0.118 1 0.00 0.03 0.01
1C 40 -14.467 -0.449 -0.073 0.000 -0.250 0.118 1 0.00 0.03 0.01
1D 40 -14.467 0.445 -0.073 0.000 -0.250 -0.118 1 0.00 0.03 0.01
1E 40 11.013 -0.449 0.099 0.000 0.208 0.118 1 0.00 0.02 0.01
1F 40 11.013 0.445 0.099 0.000 0.208 -0.118 1 0.00 0.02 0.01
1G 40 11.013 -0.449 -0.073 0.000 -0.250 0.118 1 0.00 0.02 0.01
1H 40 11.013 0.445 -0.073 0.000 -0.250 -0.118 1 0.00 0.02 0.01
1I 40 -5.823 -0.137 0.265 0.000 0.699 0.036 1 0.00 0.01 0.03
1J 40 -5.823 0.133 0.265 0.000 0.699 -0.035 1 0.00 0.01 0.03
1K 40 -5.823 -0.137 -0.239 0.000 -0.741 0.036 1 0.00 0.01 0.03
1L 40 -5.823 0.133 -0.239 0.000 -0.741 -0.035 1 0.00 0.01 0.03
1M 40 2.369 -0.137 0.265 0.000 0.699 0.036 1 0.00 0.00 0.03
1N 40 2.369 0.133 0.265 0.000 0.699 -0.035 1 0.00 0.00 0.03
1O 40 2.369 -0.137 -0.239 0.000 -0.741 0.036 1 0.00 0.00 0.03
1P 40 2.369 0.133 -0.239 0.000 -0.741 -0.035 1 0.00 0.00 0.03
2 40 -10.505 -0.011 -0.131 0.000 -1.086 0.001 1 0.00 0.02 0.05
7 40 1.829 0.000 0.448 0.000 1.629 0.000 1 0.00 0.00 0.07
1A 80 -14.402 -0.449 0.099 0.000 0.168 -0.062 1 0.00 0.03 0.01
1B 80 -14.402 0.445 0.099 0.000 0.168 0.060 1 0.00 0.03 0.01
1C 80 -14.402 -0.449 -0.073 0.000 -0.221 -0.062 1 0.00 0.03 0.01
1D 80 -14.402 0.445 -0.073 0.000 -0.221 0.060 1 0.00 0.03 0.01
1E 80 11.078 -0.449 0.099 0.000 0.168 -0.062 1 0.00 0.02 0.01
1F 80 11.078 0.445 0.099 0.000 0.168 0.060 1 0.00 0.02 0.01
1G 80 11.078 -0.449 -0.073 0.000 -0.221 -0.062 1 0.00 0.02 0.01
1H 80 11.078 0.445 -0.073 0.000 -0.221 0.060 1 0.00 0.02 0.01
1I 80 -5.758 -0.137 0.265 0.000 0.593 -0.019 1 0.00 0.01 0.03
1J 80 -5.758 0.133 0.265 0.000 0.593 0.018 1 0.00 0.01 0.03
1K 80 -5.758 -0.137 -0.239 0.000 -0.645 -0.019 1 0.00 0.01 0.03
1L 80 -5.758 0.133 -0.239 0.000 -0.645 0.018 1 0.00 0.01 0.03
1M 80 2.434 -0.137 0.265 0.000 0.593 -0.019 1 0.00 0.00 0.03
1N 80 2.434 0.133 0.265 0.000 0.593 0.018 1 0.00 0.00 0.03
1O 80 2.434 -0.137 -0.239 0.000 -0.645 -0.019 1 0.00 0.00 0.03
1P 80 2.434 0.133 -0.239 0.000 -0.645 0.018 1 0.00 0.00 0.03
2 80 -10.420 -0.011 -0.131 0.000 -1.033 -0.003 1 0.00 0.02 0.05
7 80 1.894 0.000 0.448 0.000 1.450 0.000 1 0.00 0.00 0.07
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -14.532 0.248 0.297 1 0.9130 1.0044 0.9869 1.0000 0.9801 0.03 0.01 0.07 Snell. 'yx'= 32
1B -14.532 0.248 -0.295 1 0.9130 1.0044 0.9869 1.0000 0.9801 0.03 0.01 0.07 Snell. 'yx'= 32
1C -14.532 -0.279 0.297 1 0.9130 1.0053 0.9869 1.0000 0.9779 0.03 0.01 0.07 Snell. 'yx'= 32
1D -14.532 -0.279 -0.295 1 0.9130 1.0053 0.9869 1.0000 0.9779 0.03 0.01 0.07 Snell. 'yx'= 32
1E 11.078 0.248 0.297 1 0.9130 0.0000 0.0000 0.0000 0.9801 -- 0.00 -- Snell. 'yx'= 32
1F 11.078 0.248 -0.295 1 0.9130 0.0000 0.0000 0.0000 0.9801 -- 0.00 -- Snell. 'yx'= 32
1G 11.078 -0.279 0.297 1 0.9130 0.0000 0.0000 0.0000 0.9779 -- 0.00 -- Snell. 'yx'= 32
1H 11.078 -0.279 -0.295 1 0.9130 0.0000 0.0000 0.0000 0.9779 -- 0.00 -- Snell. 'yx'= 32
1I -5.888 0.805 0.090 1 0.9130 1.0020 0.9947 1.0000 0.9790 0.01 0.04 0.06 Snell. 'yx'= 32
1J -5.888 0.805 -0.088 1 0.9130 1.0020 0.9947 1.0000 0.9790 0.01 0.04 0.06 Snell. 'yx'= 32
1K -5.888 -0.836 0.090 1 0.9130 1.0021 0.9947 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1L -5.888 -0.836 -0.088 1 0.9130 1.0021 0.9947 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1M 2.434 0.805 0.090 1 0.9130 0.0000 0.0000 0.0000 0.9790 -- 0.03 -- Snell. 'yx'= 32
1N 2.434 0.805 -0.088 1 0.9130 0.0000 0.0000 0.0000 0.9790 -- 0.03 -- Snell. 'yx'= 32
1O 2.434 -0.836 0.090 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
1P 2.434 -0.836 -0.088 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
2 -10.590 -1.138 0.005 1 0.9130 1.0045 0.9863 1.0000 0.9758 0.02 0.05 0.07 Snell. 'yx'= 32
7 1.894 1.808 0.000 1 0.9130 0.0000 0.0000 0.0000 0.9778 -- 0.08 -- Snell. 'yx'= 32
ASTA NUM. 33 NI 10 NF 52 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -14.543 -0.444 0.099 0.000 0.248 0.295 1 0.00 0.03 0.03
1B 0 -14.543 0.449 0.099 0.000 0.248 -0.298 1 0.00 0.03 0.03
1C 0 -14.543 -0.444 -0.073 0.000 -0.279 0.295 1 0.00 0.03 0.03
1D 0 -14.543 0.449 -0.073 0.000 -0.279 -0.298 1 0.00 0.03 0.03
1E 0 10.937 -0.444 0.099 0.000 0.248 0.295 1 0.00 0.02 0.03
1F 0 10.937 0.449 0.099 0.000 0.248 -0.298 1 0.00 0.02 0.03
1G 0 10.937 -0.444 -0.073 0.000 -0.279 0.295 1 0.00 0.02 0.03
1H 0 10.937 0.449 -0.073 0.000 -0.279 -0.298 1 0.00 0.02 0.03
1I 0 -5.897 -0.132 0.266 0.000 0.805 0.088 1 0.00 0.01 0.04
1J 0 -5.897 0.137 0.266 0.000 0.805 -0.091 1 0.00 0.01 0.04
1K 0 -5.897 -0.132 -0.239 0.000 -0.836 0.088 1 0.00 0.01 0.04
1L 0 -5.897 0.137 -0.239 0.000 -0.836 -0.091 1 0.00 0.01 0.04
1M 0 2.291 -0.132 0.266 0.000 0.805 0.088 1 0.00 0.00 0.04
1N 0 2.291 0.137 0.266 0.000 0.805 -0.091 1 0.00 0.00 0.04
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 124
1O 0 2.291 -0.132 -0.239 0.000 -0.836 0.088 1 0.00 0.00 0.04
1P 0 2.291 0.137 -0.239 0.000 -0.836 -0.091 1 0.00 0.00 0.04
2 0 -10.610 0.011 -0.131 0.000 -1.137 -0.006 1 0.00 0.02 0.05
7 0 1.756 -0.000 0.448 0.000 1.808 0.000 1 0.00 0.00 0.08
1A 40 -14.477 -0.444 0.099 0.000 0.208 0.117 1 0.00 0.03 0.01
1B 40 -14.477 0.449 0.099 0.000 0.208 -0.118 1 0.00 0.03 0.01
1C 40 -14.477 -0.444 -0.073 0.000 -0.250 0.117 1 0.00 0.03 0.01
1D 40 -14.477 0.449 -0.073 0.000 -0.250 -0.118 1 0.00 0.03 0.01
1E 40 11.002 -0.444 0.099 0.000 0.208 0.117 1 0.00 0.02 0.01
1F 40 11.002 0.449 0.099 0.000 0.208 -0.118 1 0.00 0.02 0.01
1G 40 11.002 -0.444 -0.073 0.000 -0.250 0.117 1 0.00 0.02 0.01
1H 40 11.002 0.449 -0.073 0.000 -0.250 -0.118 1 0.00 0.02 0.01
1I 40 -5.832 -0.132 0.266 0.000 0.699 0.035 1 0.00 0.01 0.03
1J 40 -5.832 0.137 0.266 0.000 0.699 -0.036 1 0.00 0.01 0.03
1K 40 -5.832 -0.132 -0.239 0.000 -0.741 0.035 1 0.00 0.01 0.03
1L 40 -5.832 0.137 -0.239 0.000 -0.741 -0.036 1 0.00 0.01 0.03
1M 40 2.357 -0.132 0.266 0.000 0.699 0.035 1 0.00 0.00 0.03
1N 40 2.357 0.137 0.266 0.000 0.699 -0.036 1 0.00 0.00 0.03
1O 40 2.357 -0.132 -0.239 0.000 -0.741 0.035 1 0.00 0.00 0.03
1P 40 2.357 0.137 -0.239 0.000 -0.741 -0.036 1 0.00 0.00 0.03
2 40 -10.525 0.011 -0.131 0.000 -1.085 -0.001 1 0.00 0.02 0.05
7 40 1.821 -0.000 0.448 0.000 1.629 -0.000 1 0.00 0.00 0.07
1A 80 -14.412 -0.444 0.099 0.000 0.168 -0.060 1 0.00 0.03 0.01
1B 80 -14.412 0.449 0.099 0.000 0.168 0.062 1 0.00 0.03 0.01
1C 80 -14.412 -0.444 -0.073 0.000 -0.221 -0.060 1 0.00 0.03 0.01
1D 80 -14.412 0.449 -0.073 0.000 -0.221 0.062 1 0.00 0.03 0.01
1E 80 11.068 -0.444 0.099 0.000 0.168 -0.060 1 0.00 0.02 0.01
1F 80 11.068 0.449 0.099 0.000 0.168 0.062 1 0.00 0.02 0.01
1G 80 11.068 -0.444 -0.073 0.000 -0.221 -0.060 1 0.00 0.02 0.01
1H 80 11.068 0.449 -0.073 0.000 -0.221 0.062 1 0.00 0.02 0.01
1I 80 -5.766 -0.132 0.266 0.000 0.593 -0.018 1 0.00 0.01 0.03
1J 80 -5.766 0.137 0.266 0.000 0.593 0.019 1 0.00 0.01 0.03
1K 80 -5.766 -0.132 -0.239 0.000 -0.645 -0.018 1 0.00 0.01 0.03
1L 80 -5.766 0.137 -0.239 0.000 -0.645 0.019 1 0.00 0.01 0.03
1M 80 2.422 -0.132 0.266 0.000 0.593 -0.018 1 0.00 0.00 0.03
1N 80 2.422 0.137 0.266 0.000 0.593 0.019 1 0.00 0.00 0.03
1O 80 2.422 -0.132 -0.239 0.000 -0.645 -0.018 1 0.00 0.00 0.03
1P 80 2.422 0.137 -0.239 0.000 -0.645 0.019 1 0.00 0.00 0.03
2 80 -10.440 0.011 -0.131 0.000 -1.033 0.003 1 0.00 0.02 0.05
7 80 1.886 -0.000 0.448 0.000 1.450 -0.000 1 0.00 0.00 0.07
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -14.543 0.248 0.295 1 0.9130 1.0044 0.9869 1.0000 0.9801 0.03 0.01 0.07 Snell. 'yx'= 32
1B -14.543 0.248 -0.298 1 0.9130 1.0044 0.9868 1.0000 0.9801 0.03 0.01 0.07 Snell. 'yx'= 32
1C -14.543 -0.279 0.295 1 0.9130 1.0053 0.9869 1.0000 0.9779 0.03 0.01 0.07 Snell. 'yx'= 32
1D -14.543 -0.279 -0.298 1 0.9130 1.0053 0.9868 1.0000 0.9779 0.03 0.01 0.07 Snell. 'yx'= 32
1E 11.068 0.248 0.295 1 0.9130 0.0000 0.0000 0.0000 0.9801 -- 0.00 -- Snell. 'yx'= 32
1F 11.068 0.248 -0.298 1 0.9130 0.0000 0.0000 0.0000 0.9801 -- 0.00 -- Snell. 'yx'= 32
1G 11.068 -0.279 0.295 1 0.9130 0.0000 0.0000 0.0000 0.9779 -- 0.00 -- Snell. 'yx'= 32
1H 11.068 -0.279 -0.298 1 0.9130 0.0000 0.0000 0.0000 0.9779 -- 0.00 -- Snell. 'yx'= 32
1I -5.897 0.805 0.088 1 0.9130 1.0020 0.9947 1.0000 0.9790 0.01 0.04 0.06 Snell. 'yx'= 32
1J -5.897 0.805 -0.091 1 0.9130 1.0020 0.9946 1.0000 0.9790 0.01 0.04 0.06 Snell. 'yx'= 32
1K -5.897 -0.836 0.088 1 0.9130 1.0021 0.9947 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1L -5.897 -0.836 -0.091 1 0.9130 1.0021 0.9946 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1M 2.422 0.805 0.088 1 0.9130 0.0000 0.0000 0.0000 0.9790 -- 0.03 -- Snell. 'yx'= 32
1N 2.422 0.805 -0.091 1 0.9130 0.0000 0.0000 0.0000 0.9790 -- 0.03 -- Snell. 'yx'= 32
1O 2.422 -0.836 0.088 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
1P 2.422 -0.836 -0.091 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
2 -10.610 -1.137 -0.006 1 0.9130 1.0045 0.9866 1.0000 0.9758 0.02 0.05 0.07 Snell. 'yx'= 32
7 1.886 1.808 -0.000 1 0.9130 0.0000 0.0000 0.0000 0.9778 -- 0.08 -- Snell. 'yx'= 32
ASTA NUM. 34 NI 52 NF 40 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -9.171 -0.442 0.091 0.000 0.169 0.487 1 0.00 0.02 0.05
1B 0 -9.171 0.441 0.091 0.000 0.169 -0.487 1 0.00 0.02 0.05
1C 0 -9.171 -0.442 -0.065 0.000 -0.221 0.487 1 0.00 0.02 0.05
1D 0 -9.171 0.441 -0.065 0.000 -0.221 -0.487 1 0.00 0.02 0.05
1E 0 5.865 -0.442 0.091 0.000 0.169 0.487 1 0.00 0.01 0.05
1F 0 5.865 0.441 0.091 0.000 0.169 -0.487 1 0.00 0.01 0.05
1G 0 5.865 -0.442 -0.065 0.000 -0.221 0.487 1 0.00 0.01 0.05
1H 0 5.865 0.441 -0.065 0.000 -0.221 -0.487 1 0.00 0.01 0.05
1I 0 -4.180 -0.133 0.258 0.000 0.593 0.146 1 0.00 0.01 0.03
1J 0 -4.180 0.132 0.258 0.000 0.593 -0.146 1 0.00 0.01 0.03
1K 0 -4.180 -0.133 -0.232 0.000 -0.645 0.146 1 0.00 0.01 0.03
1L 0 -4.180 0.132 -0.232 0.000 -0.645 -0.146 1 0.00 0.01 0.03
1M 0 0.874 -0.133 0.258 0.000 0.593 0.146 1 0.00 0.00 0.03
1N 0 0.874 0.132 0.258 0.000 0.593 -0.146 1 0.00 0.00 0.03
1O 0 0.874 -0.133 -0.232 0.000 -0.645 0.146 1 0.00 0.00 0.03
1P 0 0.874 0.132 -0.232 0.000 -0.645 -0.146 1 0.00 0.00 0.03
2 0 -10.410 -0.006 -0.131 0.000 -1.033 0.004 1 0.00 0.02 0.05
7 0 1.905 0.002 0.448 0.000 1.450 -0.001 1 0.00 0.00 0.07
1A 100 -9.007 -0.442 0.091 0.000 0.078 0.045 1 0.00 0.02 0.00
1B 100 -9.007 0.441 0.091 0.000 0.078 -0.046 1 0.00 0.02 0.00
1C 100 -9.007 -0.442 -0.065 0.000 -0.157 0.045 1 0.00 0.02 0.01
1D 100 -9.007 0.441 -0.065 0.000 -0.157 -0.046 1 0.00 0.02 0.01
1E 100 6.028 -0.442 0.091 0.000 0.078 0.045 1 0.00 0.01 0.00
1F 100 6.028 0.441 0.091 0.000 0.078 -0.046 1 0.00 0.01 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 125
1G 100 6.028 -0.442 -0.065 0.000 -0.157 0.045 1 0.00 0.01 0.01
1H 100 6.028 0.441 -0.065 0.000 -0.157 -0.046 1 0.00 0.01 0.01
1I 100 -4.017 -0.133 0.258 0.000 0.335 0.013 1 0.00 0.01 0.02
1J 100 -4.017 0.132 0.258 0.000 0.335 -0.014 1 0.00 0.01 0.02
1K 100 -4.017 -0.133 -0.232 0.000 -0.414 0.013 1 0.00 0.01 0.02
1L 100 -4.017 0.132 -0.232 0.000 -0.414 -0.014 1 0.00 0.01 0.02
1M 100 1.038 -0.133 0.258 0.000 0.335 0.013 1 0.00 0.00 0.02
1N 100 1.038 0.132 0.258 0.000 0.335 -0.014 1 0.00 0.00 0.02
1O 100 1.038 -0.133 -0.232 0.000 -0.414 0.013 1 0.00 0.00 0.02
1P 100 1.038 0.132 -0.232 0.000 -0.414 -0.014 1 0.00 0.00 0.02
2 100 -10.199 -0.006 -0.131 0.000 -0.902 -0.002 1 0.00 0.02 0.04
7 100 2.069 0.002 0.448 0.000 1.003 0.001 1 0.00 0.00 0.05
1A 200 -8.844 -0.442 0.091 0.000 -0.013 -0.397 1 0.00 0.02 0.04
1B 200 -8.844 0.441 0.091 0.000 -0.013 0.395 1 0.00 0.02 0.04
1C 200 -8.844 -0.442 -0.065 0.000 -0.092 -0.397 1 0.00 0.02 0.04
1D 200 -8.844 0.441 -0.065 0.000 -0.092 0.395 1 0.00 0.02 0.04
1E 200 6.192 -0.442 0.091 0.000 -0.013 -0.397 1 0.00 0.01 0.04
1F 200 6.192 0.441 0.091 0.000 -0.013 0.395 1 0.00 0.01 0.04
1G 200 6.192 -0.442 -0.065 0.000 -0.092 -0.397 1 0.00 0.01 0.04
1H 200 6.192 0.441 -0.065 0.000 -0.092 0.395 1 0.00 0.01 0.04
1I 200 -3.853 -0.133 0.258 0.000 0.077 -0.120 1 0.00 0.01 0.01
1J 200 -3.853 0.132 0.258 0.000 0.077 0.118 1 0.00 0.01 0.01
1K 200 -3.853 -0.133 -0.232 0.000 -0.182 -0.120 1 0.00 0.01 0.01
1L 200 -3.853 0.132 -0.232 0.000 -0.182 0.118 1 0.00 0.01 0.01
1M 200 1.201 -0.133 0.258 0.000 0.077 -0.120 1 0.00 0.00 0.01
1N 200 1.201 0.132 0.258 0.000 0.077 0.118 1 0.00 0.00 0.01
1O 200 1.201 -0.133 -0.232 0.000 -0.182 -0.120 1 0.00 0.00 0.01
1P 200 1.201 0.132 -0.232 0.000 -0.182 0.118 1 0.00 0.00 0.01
2 200 -9.987 -0.006 -0.131 0.000 -0.771 -0.009 1 0.00 0.02 0.04
7 200 2.232 0.002 0.448 0.000 0.555 0.003 1 0.00 0.00 0.03
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -9.171 0.169 0.487 1 0.5845 1.0005 0.9758 0.9952 0.9443 0.03 0.08 0.08 Snell. 'yx'= 80
1B -9.171 0.169 -0.487 1 0.5845 1.0005 0.9758 0.9952 0.9443 0.03 0.08 0.08 Snell. 'yx'= 80
1C -9.171 -0.221 0.487 1 0.5845 1.0079 0.9758 0.9952 0.9194 0.03 0.08 0.08 Snell. 'yx'= 80
1D -9.171 -0.221 -0.487 1 0.5845 1.0079 0.9758 0.9952 0.9194 0.03 0.08 0.08 Snell. 'yx'= 80
1E 6.192 0.169 0.487 1 0.5845 0.0000 0.0000 0.0000 0.9443 -- 0.00 -- Snell. 'yx'= 80
1F 6.192 0.169 -0.487 1 0.5845 0.0000 0.0000 0.0000 0.9443 -- 0.00 -- Snell. 'yx'= 80
1G 6.192 -0.221 0.487 1 0.5845 0.0000 0.0000 0.0000 0.9194 -- 0.00 -- Snell. 'yx'= 80
1H 6.192 -0.221 -0.487 1 0.5845 0.0000 0.0000 0.0000 0.9194 -- 0.00 -- Snell. 'yx'= 80
1I -4.180 0.593 0.146 1 0.5845 1.0017 0.9890 0.9978 0.9343 0.01 0.06 0.05 Snell. 'yx'= 80
1J -4.180 0.593 -0.146 1 0.5845 1.0017 0.9890 0.9978 0.9343 0.01 0.06 0.05 Snell. 'yx'= 80
1K -4.180 -0.645 0.146 1 0.5845 1.0027 0.9890 0.9978 0.9262 0.01 0.06 0.06 Snell. 'yx'= 80
1L -4.180 -0.645 -0.146 1 0.5845 1.0027 0.9890 0.9978 0.9262 0.01 0.06 0.06 Snell. 'yx'= 80
1M 1.201 0.593 0.146 1 0.5845 0.0000 0.0000 0.0000 0.9343 -- 0.03 -- Snell. 'yx'= 80
1N 1.201 0.593 -0.146 1 0.5845 0.0000 0.0000 0.0000 0.9343 -- 0.03 -- Snell. 'yx'= 80
1O 1.201 -0.645 0.146 1 0.5845 0.0000 0.0000 0.0000 0.9262 -- 0.03 -- Snell. 'yx'= 80
1P 1.201 -0.645 -0.146 1 0.5845 0.0000 0.0000 0.0000 0.9262 -- 0.03 -- Snell. 'yx'= 80
2 -10.410 -1.033 -0.009 1 0.5845 1.0145 0.9779 0.9956 0.9005 0.03 0.09 0.08 Snell. 'yx'= 80
7 2.232 1.450 0.003 1 0.5845 0.0000 0.0000 0.0000 0.9211 -- 0.07 -- Snell. 'yx'= 80
ASTA NUM. 35 NI 37 NF 18 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -3.338 -0.402 0.154 0.000 0.036 0.186 1 0.00 0.01 0.02
1B 0 -3.338 0.338 0.154 0.000 0.036 -0.161 1 0.00 0.01 0.01
1C 0 -3.338 -0.402 -0.130 0.000 -0.144 0.186 1 0.00 0.01 0.02
1D 0 -3.338 0.338 -0.130 0.000 -0.144 -0.161 1 0.00 0.01 0.02
1E 0 0.602 -0.402 0.154 0.000 0.036 0.186 1 0.00 0.00 0.02
1F 0 0.602 0.338 0.154 0.000 0.036 -0.161 1 0.00 0.00 0.01
1G 0 0.602 -0.402 -0.130 0.000 -0.144 0.186 1 0.00 0.00 0.02
1H 0 0.602 0.338 -0.130 0.000 -0.144 -0.161 1 0.00 0.00 0.02
1I 0 -2.267 -0.152 0.232 0.000 0.088 0.068 1 0.00 0.00 0.01
1J 0 -2.267 0.088 0.232 0.000 0.088 -0.043 1 0.00 0.00 0.00
1K 0 -2.267 -0.152 -0.208 0.000 -0.195 0.068 1 0.00 0.00 0.01
1L 0 -2.267 0.088 -0.208 0.000 -0.195 -0.043 1 0.00 0.00 0.01
1M 0 -0.469 -0.152 0.232 0.000 0.088 0.068 1 0.00 0.00 0.01
1N 0 -0.469 0.088 0.232 0.000 0.088 -0.043 1 0.00 0.00 0.00
1O 0 -0.469 -0.152 -0.208 0.000 -0.195 0.068 1 0.00 0.00 0.01
1P 0 -0.469 0.088 -0.208 0.000 -0.195 -0.043 1 0.00 0.00 0.01
2 0 -10.440 -0.289 -0.142 0.000 -0.780 0.101 1 0.00 0.02 0.04
7 0 2.351 0.072 0.451 0.000 0.557 -0.023 1 0.00 0.00 0.03
1A 50 -3.257 -0.402 0.154 0.000 -0.041 -0.015 1 0.00 0.01 0.00
1B 50 -3.257 0.338 0.154 0.000 -0.041 0.008 1 0.00 0.01 0.00
1C 50 -3.257 -0.402 -0.130 0.000 -0.079 -0.015 1 0.00 0.01 0.00
1D 50 -3.257 0.338 -0.130 0.000 -0.079 0.008 1 0.00 0.01 0.00
1E 50 0.684 -0.402 0.154 0.000 -0.041 -0.015 1 0.00 0.00 0.00
1F 50 0.684 0.338 0.154 0.000 -0.041 0.008 1 0.00 0.00 0.00
1G 50 0.684 -0.402 -0.130 0.000 -0.079 -0.015 1 0.00 0.00 0.00
1H 50 0.684 0.338 -0.130 0.000 -0.079 0.008 1 0.00 0.00 0.00
1I 50 -2.185 -0.152 0.232 0.000 -0.028 -0.008 1 0.00 0.00 0.00
1J 50 -2.185 0.088 0.232 0.000 -0.028 0.001 1 0.00 0.00 0.00
1K 50 -2.185 -0.152 -0.208 0.000 -0.091 -0.008 1 0.00 0.00 0.00
1L 50 -2.185 0.088 -0.208 0.000 -0.091 0.001 1 0.00 0.00 0.00
1M 50 -0.388 -0.152 0.232 0.000 -0.028 -0.008 1 0.00 0.00 0.00
1N 50 -0.388 0.088 0.232 0.000 -0.028 0.001 1 0.00 0.00 0.00
1O 50 -0.388 -0.152 -0.208 0.000 -0.091 -0.008 1 0.00 0.00 0.00
1P 50 -0.388 0.088 -0.208 0.000 -0.091 0.001 1 0.00 0.00 0.00
2 50 -10.335 -0.289 -0.142 0.000 -0.709 -0.043 1 0.00 0.02 0.03
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 126
7 50 2.433 0.072 0.451 0.000 0.332 0.013 1 0.00 0.00 0.02
1A 100 -3.175 -0.402 0.154 0.000 -0.118 -0.216 1 0.00 0.01 0.02
1B 100 -3.175 0.338 0.154 0.000 -0.118 0.177 1 0.00 0.01 0.02
1C 100 -3.175 -0.402 -0.130 0.000 -0.013 -0.216 1 0.00 0.01 0.02
1D 100 -3.175 0.338 -0.130 0.000 -0.013 0.177 1 0.00 0.01 0.02
1E 100 0.765 -0.402 0.154 0.000 -0.118 -0.216 1 0.00 0.00 0.02
1F 100 0.765 0.338 0.154 0.000 -0.118 0.177 1 0.00 0.00 0.02
1G 100 0.765 -0.402 -0.130 0.000 -0.013 -0.216 1 0.00 0.00 0.02
1H 100 0.765 0.338 -0.130 0.000 -0.013 0.177 1 0.00 0.00 0.02
1I 100 -2.104 -0.152 0.232 0.000 -0.144 -0.084 1 0.00 0.00 0.01
1J 100 -2.104 0.088 0.232 0.000 -0.144 0.045 1 0.00 0.00 0.01
1K 100 -2.104 -0.152 -0.208 0.000 0.013 -0.084 1 0.00 0.00 0.01
1L 100 -2.104 0.088 -0.208 0.000 0.013 0.045 1 0.00 0.00 0.00
1M 100 -0.306 -0.152 0.232 0.000 -0.144 -0.084 1 0.00 0.00 0.01
1N 100 -0.306 0.088 0.232 0.000 -0.144 0.045 1 0.00 0.00 0.01
1O 100 -0.306 -0.152 -0.208 0.000 0.013 -0.084 1 0.00 0.00 0.01
1P 100 -0.306 0.088 -0.208 0.000 0.013 0.045 1 0.00 0.00 0.00
2 100 -10.230 -0.289 -0.142 0.000 -0.638 -0.188 1 0.00 0.02 0.03
7 100 2.515 0.072 0.451 0.000 0.106 0.049 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -3.338 -0.118 -0.216 1 0.8637 0.9991 0.9941 0.9999 0.9901 0.01 0.01 0.03 Snell. 'yx'= 40
1B -3.338 -0.118 0.177 1 0.8637 0.9991 0.9940 0.9999 0.9901 0.01 0.01 0.03 Snell. 'yx'= 40
1C -3.338 -0.144 -0.216 1 0.8637 1.0001 0.9941 0.9999 0.9811 0.01 0.01 0.03 Snell. 'yx'= 40
1D -3.338 -0.144 0.177 1 0.8637 1.0001 0.9940 0.9999 0.9811 0.01 0.01 0.03 Snell. 'yx'= 40
1E 0.765 -0.118 -0.216 1 0.8637 0.0000 0.0000 0.0000 0.9901 -- 0.00 -- Snell. 'yx'= 40
1F 0.765 -0.118 0.177 1 0.8637 0.0000 0.0000 0.0000 0.9901 -- 0.00 -- Snell. 'yx'= 40
1G 0.765 -0.144 -0.216 1 0.8637 0.0000 0.0000 0.0000 0.9811 -- 0.01 -- Snell. 'yx'= 40
1H 0.765 -0.144 0.177 1 0.8637 0.0000 0.0000 0.0000 0.9811 -- 0.01 -- Snell. 'yx'= 40
1I -2.267 -0.144 -0.084 1 0.8637 0.9989 0.9961 0.9999 0.9944 0.00 0.01 0.02 Snell. 'yx'= 40
1J -2.267 -0.144 0.045 1 0.8637 0.9989 0.9959 0.9999 0.9944 0.00 0.01 0.02 Snell. 'yx'= 40
1K -2.267 -0.195 -0.084 1 0.8637 0.9998 0.9961 0.9999 0.9849 0.00 0.01 0.02 Snell. 'yx'= 40
1L -2.267 -0.195 0.045 1 0.8637 0.9998 0.9959 0.9999 0.9849 0.00 0.01 0.02 Snell. 'yx'= 40
1M -0.469 -0.144 -0.084 1 0.8637 0.9998 0.9992 1.0000 0.9944 0.00 0.01 0.02 Snell. 'yx'= 40
1N -0.469 -0.144 0.045 1 0.8637 0.9998 0.9992 1.0000 0.9944 0.00 0.01 0.01 Snell. 'yx'= 40
1O -0.469 -0.195 -0.084 1 0.8637 1.0000 0.9992 1.0000 0.9849 0.00 0.01 0.02 Snell. 'yx'= 40
1P -0.469 -0.195 0.045 1 0.8637 1.0000 0.9992 1.0000 0.9849 0.00 0.01 0.01 Snell. 'yx'= 40
2 -10.440 -0.780 -0.188 1 0.8637 1.0057 0.9858 1.0000 0.9632 0.02 0.04 0.08 Snell. 'yx'= 40
7 2.515 0.557 0.049 1 0.8637 0.0000 0.0000 0.0000 0.9787 -- 0.02 -- Snell. 'yx'= 40
ASTA NUM. 36 NI 38 NF 15 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -2.923 -0.361 0.157 0.000 0.039 0.174 1 0.00 0.01 0.02
1B 0 -2.923 0.371 0.157 0.000 0.039 -0.170 1 0.00 0.01 0.02
1C 0 -2.923 -0.361 -0.134 0.000 -0.146 0.174 1 0.00 0.01 0.02
1D 0 -2.923 0.371 -0.134 0.000 -0.146 -0.170 1 0.00 0.01 0.02
1E 0 0.889 -0.361 0.157 0.000 0.039 0.174 1 0.00 0.00 0.02
1F 0 0.889 0.371 0.157 0.000 0.039 -0.170 1 0.00 0.00 0.02
1G 0 0.889 -0.361 -0.134 0.000 -0.146 0.174 1 0.00 0.00 0.02
1H 0 0.889 0.371 -0.134 0.000 -0.146 -0.170 1 0.00 0.00 0.02
1I 0 -1.862 -0.106 0.233 0.000 0.088 0.054 1 0.00 0.00 0.01
1J 0 -1.862 0.116 0.233 0.000 0.088 -0.050 1 0.00 0.00 0.00
1K 0 -1.862 -0.106 -0.209 0.000 -0.196 0.054 1 0.00 0.00 0.01
1L 0 -1.862 0.116 -0.209 0.000 -0.196 -0.050 1 0.00 0.00 0.01
1M 0 -0.172 -0.106 0.233 0.000 0.088 0.054 1 0.00 0.00 0.01
1N 0 -0.172 0.116 0.233 0.000 0.088 -0.050 1 0.00 0.00 0.00
1O 0 -0.172 -0.106 -0.209 0.000 -0.196 0.054 1 0.00 0.00 0.01
1P 0 -0.172 0.116 -0.209 0.000 -0.196 -0.050 1 0.00 0.00 0.01
2 0 -9.186 0.094 -0.142 0.000 -0.781 -0.006 1 0.00 0.02 0.04
7 0 2.378 -0.034 0.451 0.000 0.557 0.006 1 0.00 0.00 0.03
1A 50 -2.841 -0.361 0.157 0.000 -0.040 -0.007 1 0.00 0.01 0.00
1B 50 -2.841 0.371 0.157 0.000 -0.040 0.015 1 0.00 0.01 0.00
1C 50 -2.841 -0.361 -0.134 0.000 -0.079 -0.007 1 0.00 0.01 0.00
1D 50 -2.841 0.371 -0.134 0.000 -0.079 0.015 1 0.00 0.01 0.00
1E 50 0.971 -0.361 0.157 0.000 -0.040 -0.007 1 0.00 0.00 0.00
1F 50 0.971 0.371 0.157 0.000 -0.040 0.015 1 0.00 0.00 0.00
1G 50 0.971 -0.361 -0.134 0.000 -0.079 -0.007 1 0.00 0.00 0.00
1H 50 0.971 0.371 -0.134 0.000 -0.079 0.015 1 0.00 0.00 0.00
1I 50 -1.780 -0.106 0.233 0.000 -0.028 0.001 1 0.00 0.00 0.00
1J 50 -1.780 0.116 0.233 0.000 -0.028 0.008 1 0.00 0.00 0.00
1K 50 -1.780 -0.106 -0.209 0.000 -0.091 0.001 1 0.00 0.00 0.00
1L 50 -1.780 0.116 -0.209 0.000 -0.091 0.008 1 0.00 0.00 0.00
1M 50 -0.090 -0.106 0.233 0.000 -0.028 0.001 1 0.00 0.00 0.00
1N 50 -0.090 0.116 0.233 0.000 -0.028 0.008 1 0.00 0.00 0.00
1O 50 -0.090 -0.106 -0.209 0.000 -0.091 0.001 1 0.00 0.00 0.00
1P 50 -0.090 0.116 -0.209 0.000 -0.091 0.008 1 0.00 0.00 0.00
2 50 -9.080 0.094 -0.142 0.000 -0.709 0.041 1 0.00 0.02 0.03
7 50 2.460 -0.034 0.451 0.000 0.332 -0.011 1 0.00 0.00 0.02
1A 100 -2.760 -0.361 0.157 0.000 -0.119 -0.188 1 0.00 0.00 0.02
1B 100 -2.760 0.371 0.157 0.000 -0.119 0.201 1 0.00 0.00 0.02
1C 100 -2.760 -0.361 -0.134 0.000 -0.012 -0.188 1 0.00 0.00 0.02
1D 100 -2.760 0.371 -0.134 0.000 -0.012 0.201 1 0.00 0.00 0.02
1E 100 1.053 -0.361 0.157 0.000 -0.119 -0.188 1 0.00 0.00 0.02
1F 100 1.053 0.371 0.157 0.000 -0.119 0.201 1 0.00 0.00 0.02
1G 100 1.053 -0.361 -0.134 0.000 -0.012 -0.188 1 0.00 0.00 0.02
1H 100 1.053 0.371 -0.134 0.000 -0.012 0.201 1 0.00 0.00 0.02
1I 100 -1.699 -0.106 0.233 0.000 -0.144 -0.053 1 0.00 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 127
1J 100 -1.699 0.116 0.233 0.000 -0.144 0.067 1 0.00 0.00 0.01
1K 100 -1.699 -0.106 -0.209 0.000 0.013 -0.053 1 0.00 0.00 0.00
1L 100 -1.699 0.116 -0.209 0.000 0.013 0.067 1 0.00 0.00 0.01
1M 100 -0.008 -0.106 0.233 0.000 -0.144 -0.053 1 0.00 0.00 0.01
1N 100 -0.008 0.116 0.233 0.000 -0.144 0.067 1 0.00 0.00 0.01
1O 100 -0.008 -0.106 -0.209 0.000 0.013 -0.053 1 0.00 0.00 0.00
1P 100 -0.008 0.116 -0.209 0.000 0.013 0.067 1 0.00 0.00 0.01
2 100 -8.974 0.094 -0.142 0.000 -0.638 0.088 1 0.00 0.02 0.03
7 100 2.541 -0.034 0.451 0.000 0.107 -0.028 1 0.00 0.00 0.00
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -2.923 -0.119 -0.188 1 0.8637 0.9992 0.9948 0.9999 0.9905 0.01 0.01 0.03 Snell. 'yx'= 40
1B -2.923 -0.119 0.201 1 0.8637 0.9992 0.9949 0.9999 0.9905 0.01 0.01 0.03 Snell. 'yx'= 40
1C -2.923 -0.146 -0.188 1 0.8637 1.0001 0.9948 0.9999 0.9814 0.01 0.01 0.03 Snell. 'yx'= 40
1D -2.923 -0.146 0.201 1 0.8637 1.0001 0.9949 0.9999 0.9814 0.01 0.01 0.03 Snell. 'yx'= 40
1E 1.053 -0.119 -0.188 1 0.8637 0.0000 0.0000 0.0000 0.9905 -- 0.00 -- Snell. 'yx'= 40
1F 1.053 -0.119 0.201 1 0.8637 0.0000 0.0000 0.0000 0.9905 -- 0.00 -- Snell. 'yx'= 40
1G 1.053 -0.146 -0.188 1 0.8637 0.0000 0.0000 0.0000 0.9814 -- 0.01 -- Snell. 'yx'= 40
1H 1.053 -0.146 0.201 1 0.8637 0.0000 0.0000 0.0000 0.9814 -- 0.01 -- Snell. 'yx'= 40
1I -1.862 -0.144 0.054 1 0.8637 0.9991 0.9967 0.9999 0.9944 0.00 0.01 0.02 Snell. 'yx'= 40
1J -1.862 -0.144 0.067 1 0.8637 0.9991 0.9969 1.0000 0.9944 0.00 0.01 0.02 Snell. 'yx'= 40
1K -1.862 -0.196 0.054 1 0.8637 0.9998 0.9967 0.9999 0.9850 0.00 0.01 0.02 Snell. 'yx'= 40
1L -1.862 -0.196 0.067 1 0.8637 0.9998 0.9969 1.0000 0.9850 0.00 0.01 0.02 Snell. 'yx'= 40
1M -0.172 -0.144 0.054 1 0.8637 0.9999 0.9997 1.0000 0.9944 0.00 0.01 0.01 Snell. 'yx'= 40
1N -0.172 -0.144 0.067 1 0.8637 0.9999 0.9997 1.0000 0.9944 0.00 0.01 0.01 Snell. 'yx'= 40
1O -0.172 -0.196 0.054 1 0.8637 1.0000 0.9997 1.0000 0.9850 0.00 0.01 0.01 Snell. 'yx'= 40
1P -0.172 -0.196 0.067 1 0.8637 1.0000 0.9997 1.0000 0.9850 0.00 0.01 0.02 Snell. 'yx'= 40
2 -9.186 -0.781 0.088 1 0.8637 1.0050 0.9930 1.0000 0.9632 0.02 0.04 0.06 Snell. 'yx'= 40
7 2.541 0.557 -0.028 1 0.8637 0.0000 0.0000 0.0000 0.9787 -- 0.02 -- Snell. 'yx'= 40
ASTA NUM. 37 NI 11 NF 50 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -13.297 -0.435 0.213 0.000 0.611 0.290 1 0.00 0.02 0.03
1B 0 -13.297 0.412 0.213 0.000 0.611 -0.272 1 0.00 0.02 0.03
1C 0 -13.297 -0.435 -0.190 0.000 -0.654 0.290 1 0.00 0.02 0.03
1D 0 -13.297 0.412 -0.190 0.000 -0.654 -0.272 1 0.00 0.02 0.03
1E 0 10.957 -0.435 0.213 0.000 0.611 0.290 1 0.00 0.02 0.03
1F 0 10.957 0.412 0.213 0.000 0.611 -0.272 1 0.00 0.02 0.03
1G 0 10.957 -0.435 -0.190 0.000 -0.654 0.290 1 0.00 0.02 0.03
1H 0 10.957 0.412 -0.190 0.000 -0.654 -0.272 1 0.00 0.02 0.03
1I 0 -4.981 -0.142 0.297 0.000 0.904 0.095 1 0.00 0.01 0.04
1J 0 -4.981 0.118 0.297 0.000 0.904 -0.078 1 0.00 0.01 0.04
1K 0 -4.981 -0.142 -0.275 0.000 -0.948 0.095 1 0.00 0.01 0.04
1L 0 -4.981 0.118 -0.275 0.000 -0.948 -0.078 1 0.00 0.01 0.04
1M 0 2.641 -0.142 0.297 0.000 0.904 0.095 1 0.00 0.00 0.04
1N 0 2.641 0.118 0.297 0.000 0.904 -0.078 1 0.00 0.00 0.04
1O 0 2.641 -0.142 -0.275 0.000 -0.948 0.095 1 0.00 0.00 0.04
1P 0 2.641 0.118 -0.275 0.000 -0.948 -0.078 1 0.00 0.00 0.04
2 0 -7.402 -0.086 -0.143 0.000 -1.181 0.061 1 0.00 0.01 0.05
7 0 1.415 0.018 0.450 0.000 1.819 -0.012 1 0.00 0.00 0.08
1A 40 -13.232 -0.435 0.213 0.000 0.526 0.116 1 0.00 0.02 0.02
1B 40 -13.232 0.412 0.213 0.000 0.526 -0.108 1 0.00 0.02 0.02
1C 40 -13.232 -0.435 -0.190 0.000 -0.578 0.116 1 0.00 0.02 0.03
1D 40 -13.232 0.412 -0.190 0.000 -0.578 -0.108 1 0.00 0.02 0.03
1E 40 11.022 -0.435 0.213 0.000 0.526 0.116 1 0.00 0.02 0.02
1F 40 11.022 0.412 0.213 0.000 0.526 -0.108 1 0.00 0.02 0.02
1G 40 11.022 -0.435 -0.190 0.000 -0.578 0.116 1 0.00 0.02 0.03
1H 40 11.022 0.412 -0.190 0.000 -0.578 -0.108 1 0.00 0.02 0.03
1I 40 -4.916 -0.142 0.297 0.000 0.785 0.039 1 0.00 0.01 0.04
1J 40 -4.916 0.118 0.297 0.000 0.785 -0.030 1 0.00 0.01 0.04
1K 40 -4.916 -0.142 -0.275 0.000 -0.838 0.039 1 0.00 0.01 0.04
1L 40 -4.916 0.118 -0.275 0.000 -0.838 -0.030 1 0.00 0.01 0.04
1M 40 2.706 -0.142 0.297 0.000 0.785 0.039 1 0.00 0.00 0.04
1N 40 2.706 0.118 0.297 0.000 0.785 -0.030 1 0.00 0.00 0.04
1O 40 2.706 -0.142 -0.275 0.000 -0.838 0.039 1 0.00 0.00 0.04
1P 40 2.706 0.118 -0.275 0.000 -0.838 -0.030 1 0.00 0.00 0.04
2 40 -7.318 -0.086 -0.143 0.000 -1.124 0.027 1 0.00 0.01 0.05
7 40 1.480 0.018 0.450 0.000 1.639 -0.005 1 0.00 0.00 0.08
1A 80 -13.167 -0.435 0.213 0.000 0.441 -0.058 1 0.00 0.02 0.02
1B 80 -13.167 0.412 0.213 0.000 0.441 0.057 1 0.00 0.02 0.02
1C 80 -13.167 -0.435 -0.190 0.000 -0.502 -0.058 1 0.00 0.02 0.02
1D 80 -13.167 0.412 -0.190 0.000 -0.502 0.057 1 0.00 0.02 0.02
1E 80 11.087 -0.435 0.213 0.000 0.441 -0.058 1 0.00 0.02 0.02
1F 80 11.087 0.412 0.213 0.000 0.441 0.057 1 0.00 0.02 0.02
1G 80 11.087 -0.435 -0.190 0.000 -0.502 -0.058 1 0.00 0.02 0.02
1H 80 11.087 0.412 -0.190 0.000 -0.502 0.057 1 0.00 0.02 0.02
1I 80 -4.851 -0.142 0.297 0.000 0.666 -0.018 1 0.00 0.01 0.03
1J 80 -4.851 0.118 0.297 0.000 0.666 0.017 1 0.00 0.01 0.03
1K 80 -4.851 -0.142 -0.275 0.000 -0.728 -0.018 1 0.00 0.01 0.03
1L 80 -4.851 0.118 -0.275 0.000 -0.728 0.017 1 0.00 0.01 0.03
1M 80 2.771 -0.142 0.297 0.000 0.666 -0.018 1 0.00 0.00 0.03
1N 80 2.771 0.118 0.297 0.000 0.666 0.017 1 0.00 0.00 0.03
1O 80 2.771 -0.142 -0.275 0.000 -0.728 -0.018 1 0.00 0.00 0.03
1P 80 2.771 0.118 -0.275 0.000 -0.728 0.017 1 0.00 0.00 0.03
2 80 -7.233 -0.086 -0.143 0.000 -1.066 -0.008 1 0.00 0.01 0.05
7 80 1.545 0.018 0.450 0.000 1.459 0.003 1 0.00 0.00 0.07
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 128
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -13.297 0.611 0.290 1 0.9130 1.0043 0.9881 1.0000 0.9793 0.03 0.03 0.08 Snell. 'yx'= 32
1B -13.297 0.611 -0.272 1 0.9130 1.0043 0.9879 1.0000 0.9793 0.03 0.03 0.08 Snell. 'yx'= 32
1C -13.297 -0.654 0.290 1 0.9130 1.0046 0.9881 1.0000 0.9783 0.03 0.03 0.08 Snell. 'yx'= 32
1D -13.297 -0.654 -0.272 1 0.9130 1.0046 0.9879 1.0000 0.9783 0.03 0.03 0.08 Snell. 'yx'= 32
1E 11.087 0.611 0.290 1 0.9130 0.0000 0.0000 0.0000 0.9793 -- 0.01 -- Snell. 'yx'= 32
1F 11.087 0.611 -0.272 1 0.9130 0.0000 0.0000 0.0000 0.9793 -- 0.01 -- Snell. 'yx'= 32
1G 11.087 -0.654 0.290 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.02 -- Snell. 'yx'= 32
1H 11.087 -0.654 -0.272 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.02 -- Snell. 'yx'= 32
1I -4.981 0.904 0.095 1 0.9130 1.0017 0.9956 1.0000 0.9789 0.01 0.04 0.06 Snell. 'yx'= 32
1J -4.981 0.904 -0.078 1 0.9130 1.0017 0.9954 1.0000 0.9789 0.01 0.04 0.06 Snell. 'yx'= 32
1K -4.981 -0.948 0.095 1 0.9130 1.0017 0.9956 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1L -4.981 -0.948 -0.078 1 0.9130 1.0017 0.9954 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1M 2.771 0.904 0.095 1 0.9130 0.0000 0.0000 0.0000 0.9789 -- 0.04 -- Snell. 'yx'= 32
1N 2.771 0.904 -0.078 1 0.9130 0.0000 0.0000 0.0000 0.9789 -- 0.04 -- Snell. 'yx'= 32
1O 2.771 -0.948 0.095 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
1P 2.771 -0.948 -0.078 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
2 -7.402 -1.181 0.061 1 0.9130 1.0031 0.9939 1.0000 0.9759 0.01 0.06 0.07 Snell. 'yx'= 32
7 1.545 1.819 -0.012 1 0.9130 0.0000 0.0000 0.0000 0.9778 -- 0.08 -- Snell. 'yx'= 32
ASTA NUM. 38 NI 20 NF 49 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -14.463 -0.452 0.191 0.000 0.575 0.300 1 0.00 0.03 0.03
1B 0 -14.463 0.421 0.191 0.000 0.575 -0.278 1 0.00 0.03 0.03
1C 0 -14.463 -0.452 -0.167 0.000 -0.616 0.300 1 0.00 0.03 0.03
1D 0 -14.463 0.421 -0.167 0.000 -0.616 -0.278 1 0.00 0.03 0.03
1E 0 10.069 -0.452 0.191 0.000 0.575 0.300 1 0.00 0.02 0.03
1F 0 10.069 0.421 0.191 0.000 0.575 -0.278 1 0.00 0.02 0.03
1G 0 10.069 -0.452 -0.167 0.000 -0.616 0.300 1 0.00 0.02 0.03
1H 0 10.069 0.421 -0.167 0.000 -0.616 -0.278 1 0.00 0.02 0.03
1I 0 -6.288 -0.152 0.292 0.000 0.896 0.101 1 0.00 0.01 0.04
1J 0 -6.288 0.120 0.292 0.000 0.896 -0.079 1 0.00 0.01 0.04
1K 0 -6.288 -0.152 -0.268 0.000 -0.937 0.101 1 0.00 0.01 0.04
1L 0 -6.288 0.120 -0.268 0.000 -0.937 -0.079 1 0.00 0.01 0.04
1M 0 1.894 -0.152 0.292 0.000 0.896 0.101 1 0.00 0.00 0.04
1N 0 1.894 0.120 0.292 0.000 0.896 -0.079 1 0.00 0.00 0.04
1O 0 1.894 -0.152 -0.268 0.000 -0.937 0.101 1 0.00 0.00 0.04
1P 0 1.894 0.120 -0.268 0.000 -0.937 -0.079 1 0.00 0.00 0.04
2 0 -13.500 -0.110 -0.141 0.000 -1.176 0.073 1 0.00 0.02 0.05
7 0 2.331 0.020 0.451 0.000 1.821 -0.013 1 0.00 0.00 0.08
1A 40 -14.398 -0.452 0.191 0.000 0.499 0.119 1 0.00 0.03 0.02
1B 40 -14.398 0.421 0.191 0.000 0.499 -0.110 1 0.00 0.03 0.02
1C 40 -14.398 -0.452 -0.167 0.000 -0.550 0.119 1 0.00 0.03 0.03
1D 40 -14.398 0.421 -0.167 0.000 -0.550 -0.110 1 0.00 0.03 0.03
1E 40 10.134 -0.452 0.191 0.000 0.499 0.119 1 0.00 0.02 0.02
1F 40 10.134 0.421 0.191 0.000 0.499 -0.110 1 0.00 0.02 0.02
1G 40 10.134 -0.452 -0.167 0.000 -0.550 0.119 1 0.00 0.02 0.03
1H 40 10.134 0.421 -0.167 0.000 -0.550 -0.110 1 0.00 0.02 0.03
1I 40 -6.223 -0.152 0.292 0.000 0.779 0.040 1 0.00 0.01 0.04
1J 40 -6.223 0.120 0.292 0.000 0.779 -0.031 1 0.00 0.01 0.04
1K 40 -6.223 -0.152 -0.268 0.000 -0.830 0.040 1 0.00 0.01 0.04
1L 40 -6.223 0.120 -0.268 0.000 -0.830 -0.031 1 0.00 0.01 0.04
1M 40 1.959 -0.152 0.292 0.000 0.779 0.040 1 0.00 0.00 0.04
1N 40 1.959 0.120 0.292 0.000 0.779 -0.031 1 0.00 0.00 0.04
1O 40 1.959 -0.152 -0.268 0.000 -0.830 0.040 1 0.00 0.00 0.04
1P 40 1.959 0.120 -0.268 0.000 -0.830 -0.031 1 0.00 0.00 0.04
2 40 -13.415 -0.110 -0.141 0.000 -1.120 0.029 1 0.00 0.02 0.05
7 40 2.397 0.020 0.451 0.000 1.641 -0.005 1 0.00 0.00 0.08
1A 80 -14.333 -0.452 0.191 0.000 0.422 -0.062 1 0.00 0.03 0.02
1B 80 -14.333 0.421 0.191 0.000 0.422 0.059 1 0.00 0.03 0.02
1C 80 -14.333 -0.452 -0.167 0.000 -0.483 -0.062 1 0.00 0.03 0.02
1D 80 -14.333 0.421 -0.167 0.000 -0.483 0.059 1 0.00 0.03 0.02
1E 80 10.199 -0.452 0.191 0.000 0.422 -0.062 1 0.00 0.02 0.02
1F 80 10.199 0.421 0.191 0.000 0.422 0.059 1 0.00 0.02 0.02
1G 80 10.199 -0.452 -0.167 0.000 -0.483 -0.062 1 0.00 0.02 0.02
1H 80 10.199 0.421 -0.167 0.000 -0.483 0.059 1 0.00 0.02 0.02
1I 80 -6.158 -0.152 0.292 0.000 0.662 -0.021 1 0.00 0.01 0.03
1J 80 -6.158 0.120 0.292 0.000 0.662 0.017 1 0.00 0.01 0.03
1K 80 -6.158 -0.152 -0.268 0.000 -0.723 -0.021 1 0.00 0.01 0.03
1L 80 -6.158 0.120 -0.268 0.000 -0.723 0.017 1 0.00 0.01 0.03
1M 80 2.024 -0.152 0.292 0.000 0.662 -0.021 1 0.00 0.00 0.03
1N 80 2.024 0.120 0.292 0.000 0.662 0.017 1 0.00 0.00 0.03
1O 80 2.024 -0.152 -0.268 0.000 -0.723 -0.021 1 0.00 0.00 0.03
1P 80 2.024 0.120 -0.268 0.000 -0.723 0.017 1 0.00 0.00 0.03
2 80 -13.330 -0.110 -0.141 0.000 -1.063 -0.015 1 0.00 0.02 0.05
7 80 2.462 0.020 0.451 0.000 1.460 0.003 1 0.00 0.00 0.07
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -14.463 0.575 0.300 1 0.9130 1.0048 0.9869 1.0000 0.9790 0.03 0.03 0.08 Snell. 'yx'= 32
1B -14.463 0.575 -0.278 1 0.9130 1.0048 0.9869 1.0000 0.9790 0.03 0.03 0.08 Snell. 'yx'= 32
1C -14.463 -0.616 0.300 1 0.9130 1.0052 0.9869 1.0000 0.9781 0.03 0.03 0.08 Snell. 'yx'= 32
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 129
1D -14.463 -0.616 -0.278 1 0.9130 1.0052 0.9869 1.0000 0.9781 0.03 0.03 0.08 Snell. 'yx'= 32
1E 10.199 0.575 0.300 1 0.9130 0.0000 0.0000 0.0000 0.9790 -- 0.01 -- Snell. 'yx'= 32
1F 10.199 0.575 -0.278 1 0.9130 0.0000 0.0000 0.0000 0.9790 -- 0.01 -- Snell. 'yx'= 32
1G 10.199 -0.616 0.300 1 0.9130 0.0000 0.0000 0.0000 0.9781 -- 0.02 -- Snell. 'yx'= 32
1H 10.199 -0.616 -0.278 1 0.9130 0.0000 0.0000 0.0000 0.9781 -- 0.02 -- Snell. 'yx'= 32
1I -6.288 0.896 0.101 1 0.9130 1.0021 0.9943 1.0000 0.9789 0.01 0.04 0.06 Snell. 'yx'= 32
1J -6.288 0.896 -0.079 1 0.9130 1.0021 0.9942 1.0000 0.9789 0.01 0.04 0.06 Snell. 'yx'= 32
1K -6.288 -0.937 0.101 1 0.9130 1.0022 0.9943 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1L -6.288 -0.937 -0.079 1 0.9130 1.0022 0.9942 1.0000 0.9783 0.01 0.04 0.06 Snell. 'yx'= 32
1M 2.024 0.896 0.101 1 0.9130 0.0000 0.0000 0.0000 0.9789 -- 0.04 -- Snell. 'yx'= 32
1N 2.024 0.896 -0.079 1 0.9130 0.0000 0.0000 0.0000 0.9789 -- 0.04 -- Snell. 'yx'= 32
1O 2.024 -0.937 0.101 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
1P 2.024 -0.937 -0.079 1 0.9130 0.0000 0.0000 0.0000 0.9783 -- 0.04 -- Snell. 'yx'= 32
2 -13.500 -1.176 0.073 1 0.9130 1.0057 0.9878 1.0000 0.9759 0.03 0.06 0.09 Snell. 'yx'= 32
7 2.462 1.821 -0.013 1 0.9130 0.0000 0.0000 0.0000 0.9778 -- 0.08 -- Snell. 'yx'= 32
ASTA NUM. 39 NI 19 NF 43 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -14.687 -0.377 0.461 0.000 0.943 0.270 1 0.00 0.03 0.04
1B 0 -14.687 0.345 0.461 0.000 0.943 -0.247 1 0.00 0.03 0.04
1C 0 -14.687 -0.377 -0.485 0.000 -0.972 0.270 1 0.00 0.03 0.04
1D 0 -14.687 0.345 -0.485 0.000 -0.972 -0.247 1 0.00 0.03 0.04
1E 0 9.623 -0.377 0.461 0.000 0.943 0.270 1 0.00 0.02 0.04
1F 0 9.623 0.345 0.461 0.000 0.943 -0.247 1 0.00 0.02 0.04
1G 0 9.623 -0.377 -0.485 0.000 -0.972 0.270 1 0.00 0.02 0.04
1H 0 9.623 0.345 -0.485 0.000 -0.972 -0.247 1 0.00 0.02 0.04
1I 0 -6.590 -0.129 0.708 0.000 1.439 0.093 1 0.01 0.01 0.07
1J 0 -6.590 0.097 0.708 0.000 1.439 -0.069 1 0.01 0.01 0.07
1K 0 -6.590 -0.129 -0.732 0.000 -1.469 0.093 1 0.01 0.01 0.07
1L 0 -6.590 0.097 -0.732 0.000 -1.469 -0.069 1 0.01 0.01 0.07
1M 0 1.526 -0.129 0.708 0.000 1.439 0.093 1 0.01 0.00 0.07
1N 0 1.526 0.097 0.708 0.000 1.439 -0.069 1 0.01 0.00 0.07
1O 0 1.526 -0.129 -0.732 0.000 -1.469 0.093 1 0.01 0.00 0.07
1P 0 1.526 0.097 -0.732 0.000 -1.469 -0.069 1 0.01 0.00 0.07
2 0 -15.160 -0.114 -1.009 0.000 -2.030 0.081 1 0.01 0.03 0.09
7 0 4.144 0.040 1.464 0.000 3.015 -0.027 1 0.01 0.01 0.14
1A 40 -14.622 -0.377 0.461 0.000 0.759 0.120 1 0.00 0.03 0.03
1B 40 -14.622 0.345 0.461 0.000 0.759 -0.109 1 0.00 0.03 0.03
1C 40 -14.622 -0.377 -0.485 0.000 -0.778 0.120 1 0.00 0.03 0.04
1D 40 -14.622 0.345 -0.485 0.000 -0.778 -0.109 1 0.00 0.03 0.04
1E 40 9.688 -0.377 0.461 0.000 0.759 0.120 1 0.00 0.02 0.03
1F 40 9.688 0.345 0.461 0.000 0.759 -0.109 1 0.00 0.02 0.03
1G 40 9.688 -0.377 -0.485 0.000 -0.778 0.120 1 0.00 0.02 0.04
1H 40 9.688 0.345 -0.485 0.000 -0.778 -0.109 1 0.00 0.02 0.04
1I 40 -6.525 -0.129 0.708 0.000 1.156 0.041 1 0.01 0.01 0.05
1J 40 -6.525 0.097 0.708 0.000 1.156 -0.030 1 0.01 0.01 0.05
1K 40 -6.525 -0.129 -0.732 0.000 -1.176 0.041 1 0.01 0.01 0.05
1L 40 -6.525 0.097 -0.732 0.000 -1.176 -0.030 1 0.01 0.01 0.05
1M 40 1.591 -0.129 0.708 0.000 1.156 0.041 1 0.01 0.00 0.05
1N 40 1.591 0.097 0.708 0.000 1.156 -0.030 1 0.01 0.00 0.05
1O 40 1.591 -0.129 -0.732 0.000 -1.176 0.041 1 0.01 0.00 0.05
1P 40 1.591 0.097 -0.732 0.000 -1.176 -0.030 1 0.01 0.00 0.05
2 40 -15.075 -0.114 -1.009 0.000 -1.627 0.035 1 0.01 0.03 0.07
7 40 4.210 0.040 1.464 0.000 2.430 -0.011 1 0.01 0.01 0.11
1A 80 -14.557 -0.377 0.461 0.000 0.574 -0.031 1 0.00 0.03 0.03
1B 80 -14.557 0.345 0.461 0.000 0.574 0.029 1 0.00 0.03 0.03
1C 80 -14.557 -0.377 -0.485 0.000 -0.584 -0.031 1 0.00 0.03 0.03
1D 80 -14.557 0.345 -0.485 0.000 -0.584 0.029 1 0.00 0.03 0.03
1E 80 9.753 -0.377 0.461 0.000 0.574 -0.031 1 0.00 0.02 0.03
1F 80 9.753 0.345 0.461 0.000 0.574 0.029 1 0.00 0.02 0.03
1G 80 9.753 -0.377 -0.485 0.000 -0.584 -0.031 1 0.00 0.02 0.03
1H 80 9.753 0.345 -0.485 0.000 -0.584 0.029 1 0.00 0.02 0.03
1I 80 -6.460 -0.129 0.708 0.000 0.873 -0.011 1 0.01 0.01 0.04
1J 80 -6.460 0.097 0.708 0.000 0.873 0.009 1 0.01 0.01 0.04
1K 80 -6.460 -0.129 -0.732 0.000 -0.883 -0.011 1 0.01 0.01 0.04
1L 80 -6.460 0.097 -0.732 0.000 -0.883 0.009 1 0.01 0.01 0.04
1M 80 1.656 -0.129 0.708 0.000 0.873 -0.011 1 0.01 0.00 0.04
1N 80 1.656 0.097 0.708 0.000 0.873 0.009 1 0.01 0.00 0.04
1O 80 1.656 -0.129 -0.732 0.000 -0.883 -0.011 1 0.01 0.00 0.04
1P 80 1.656 0.097 -0.732 0.000 -0.883 0.009 1 0.01 0.00 0.04
2 80 -14.990 -0.114 -1.009 0.000 -1.223 -0.010 1 0.01 0.03 0.06
7 80 4.275 0.040 1.464 0.000 1.844 0.005 1 0.01 0.01 0.08
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -14.687 0.943 0.270 1 0.9130 1.0038 0.9880 1.0000 0.9815 0.03 0.04 0.10 Snell. 'yx'= 32
1B -14.687 0.943 -0.247 1 0.9130 1.0038 0.9880 1.0000 0.9815 0.03 0.04 0.10 Snell. 'yx'= 32
1C -14.687 -0.972 0.270 1 0.9130 1.0038 0.9880 1.0000 0.9817 0.03 0.05 0.10 Snell. 'yx'= 32
1D -14.687 -0.972 -0.247 1 0.9130 1.0038 0.9880 1.0000 0.9817 0.03 0.05 0.10 Snell. 'yx'= 32
1E 9.753 0.943 0.270 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.03 -- Snell. 'yx'= 32
1F 9.753 0.943 -0.247 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.03 -- Snell. 'yx'= 32
1G 9.753 -0.972 0.270 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.03 -- Snell. 'yx'= 32
1H 9.753 -0.972 -0.247 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.03 -- Snell. 'yx'= 32
1I -6.590 1.439 0.093 1 0.9130 1.0017 0.9946 1.0000 0.9816 0.01 0.07 0.09 Snell. 'yx'= 32
1J -6.590 1.439 -0.069 1 0.9130 1.0017 0.9946 1.0000 0.9816 0.01 0.07 0.09 Snell. 'yx'= 32
1K -6.590 -1.469 0.093 1 0.9130 1.0017 0.9946 1.0000 0.9817 0.01 0.07 0.09 Snell. 'yx'= 32
1L -6.590 -1.469 -0.069 1 0.9130 1.0017 0.9946 1.0000 0.9817 0.01 0.07 0.09 Snell. 'yx'= 32
1M 1.656 1.439 0.093 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.07 -- Snell. 'yx'= 32
1N 1.656 1.439 -0.069 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.07 -- Snell. 'yx'= 32
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 130
1O 1.656 -1.469 0.093 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.07 -- Snell. 'yx'= 32
1P 1.656 -1.469 -0.069 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.07 -- Snell. 'yx'= 32
2 -15.160 -2.030 0.081 1 0.9130 1.0039 0.9875 1.0000 0.9817 0.03 0.10 0.13 Snell. 'yx'= 32
7 4.275 3.015 -0.027 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.14 -- Snell. 'yx'= 32
ASTA NUM. 40 NI 43 NF 31 Lungh. 200.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -10.359 -0.363 0.459 0.000 0.574 0.411 1 0.00 0.02 0.04
1B 0 -10.359 0.336 0.459 0.000 0.574 -0.379 1 0.00 0.02 0.04
1C 0 -10.359 -0.363 -0.483 0.000 -0.584 0.411 1 0.00 0.02 0.04
1D 0 -10.359 0.336 -0.483 0.000 -0.584 -0.379 1 0.00 0.02 0.04
1E 0 5.897 -0.363 0.459 0.000 0.574 0.411 1 0.00 0.01 0.04
1F 0 5.897 0.336 0.459 0.000 0.574 -0.379 1 0.00 0.01 0.04
1G 0 5.897 -0.363 -0.483 0.000 -0.584 0.411 1 0.00 0.01 0.04
1H 0 5.897 0.336 -0.483 0.000 -0.584 -0.379 1 0.00 0.01 0.04
1I 0 -5.039 -0.122 0.700 0.000 0.873 0.138 1 0.01 0.01 0.04
1J 0 -5.039 0.095 0.700 0.000 0.873 -0.107 1 0.01 0.01 0.04
1K 0 -5.039 -0.122 -0.723 0.000 -0.883 0.138 1 0.01 0.01 0.04
1L 0 -5.039 0.095 -0.723 0.000 -0.883 -0.107 1 0.01 0.01 0.04
1M 0 0.577 -0.122 0.700 0.000 0.873 0.138 1 0.01 0.00 0.04
1N 0 0.577 0.095 0.700 0.000 0.873 -0.107 1 0.01 0.00 0.04
1O 0 0.577 -0.122 -0.723 0.000 -0.883 0.138 1 0.01 0.00 0.04
1P 0 0.577 0.095 -0.723 0.000 -0.883 -0.107 1 0.01 0.00 0.04
2 0 -13.830 -0.099 -1.007 0.000 -1.223 0.113 1 0.01 0.02 0.06
7 0 3.901 0.034 1.463 0.000 1.844 -0.038 1 0.01 0.01 0.08
1A 100 -10.195 -0.363 0.459 0.000 0.115 0.048 1 0.00 0.02 0.01
1B 100 -10.195 0.336 0.459 0.000 0.115 -0.043 1 0.00 0.02 0.01
1C 100 -10.195 -0.363 -0.483 0.000 -0.101 0.048 1 0.00 0.02 0.00
1D 100 -10.195 0.336 -0.483 0.000 -0.101 -0.043 1 0.00 0.02 0.00
1E 100 6.060 -0.363 0.459 0.000 0.115 0.048 1 0.00 0.01 0.01
1F 100 6.060 0.336 0.459 0.000 0.115 -0.043 1 0.00 0.01 0.01
1G 100 6.060 -0.363 -0.483 0.000 -0.101 0.048 1 0.00 0.01 0.00
1H 100 6.060 0.336 -0.483 0.000 -0.101 -0.043 1 0.00 0.01 0.00
1I 100 -4.876 -0.122 0.700 0.000 0.173 0.017 1 0.01 0.01 0.01
1J 100 -4.876 0.095 0.700 0.000 0.173 -0.012 1 0.01 0.01 0.01
1K 100 -4.876 -0.122 -0.723 0.000 -0.160 0.017 1 0.01 0.01 0.01
1L 100 -4.876 0.095 -0.723 0.000 -0.160 -0.012 1 0.01 0.01 0.01
1M 100 0.741 -0.122 0.700 0.000 0.173 0.017 1 0.01 0.00 0.01
1N 100 0.741 0.095 0.700 0.000 0.173 -0.012 1 0.01 0.00 0.01
1O 100 0.741 -0.122 -0.723 0.000 -0.160 0.017 1 0.01 0.00 0.01
1P 100 0.741 0.095 -0.723 0.000 -0.160 -0.012 1 0.01 0.00 0.01
2 100 -13.615 -0.099 -1.007 0.000 -0.216 0.014 1 0.01 0.02 0.01
7 100 4.064 0.034 1.463 0.000 0.381 -0.004 1 0.01 0.01 0.02
1A 200 -10.032 -0.363 0.459 0.000 -0.344 -0.315 1 0.00 0.02 0.03
1B 200 -10.032 0.336 0.459 0.000 -0.344 0.293 1 0.00 0.02 0.03
1C 200 -10.032 -0.363 -0.483 0.000 0.382 -0.315 1 0.00 0.02 0.03
1D 200 -10.032 0.336 -0.483 0.000 0.382 0.293 1 0.00 0.02 0.03
1E 200 6.224 -0.363 0.459 0.000 -0.344 -0.315 1 0.00 0.01 0.03
1F 200 6.224 0.336 0.459 0.000 -0.344 0.293 1 0.00 0.01 0.03
1G 200 6.224 -0.363 -0.483 0.000 0.382 -0.315 1 0.00 0.01 0.03
1H 200 6.224 0.336 -0.483 0.000 0.382 0.293 1 0.00 0.01 0.03
1I 200 -4.712 -0.122 0.700 0.000 -0.526 -0.105 1 0.01 0.01 0.02
1J 200 -4.712 0.095 0.700 0.000 -0.526 0.083 1 0.01 0.01 0.02
1K 200 -4.712 -0.122 -0.723 0.000 0.564 -0.105 1 0.01 0.01 0.03
1L 200 -4.712 0.095 -0.723 0.000 0.564 0.083 1 0.01 0.01 0.03
1M 200 0.904 -0.122 0.700 0.000 -0.526 -0.105 1 0.01 0.00 0.02
1N 200 0.904 0.095 0.700 0.000 -0.526 0.083 1 0.01 0.00 0.02
1O 200 0.904 -0.122 -0.723 0.000 0.564 -0.105 1 0.01 0.00 0.03
1P 200 0.904 0.095 -0.723 0.000 0.564 0.083 1 0.01 0.00 0.03
2 200 -13.400 -0.099 -1.007 0.000 0.791 -0.085 1 0.01 0.02 0.04
7 200 4.227 0.034 1.463 0.000 -1.082 0.030 1 0.01 0.01 0.05
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota
-- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -10.359 0.574 0.411 1 0.5845 0.9919 0.9726 0.9947 0.9616 0.03 0.03 0.10 Snell. 'yx'= 80
1B -10.359 0.574 -0.379 1 0.5845 0.9919 0.9726 0.9947 0.9616 0.03 0.03 0.09 Snell. 'yx'= 80
1C -10.359 -0.584 0.411 1 0.5845 0.9910 0.9726 0.9947 0.9624 0.03 0.03 0.10 Snell. 'yx'= 80
1D -10.359 -0.584 -0.379 1 0.5845 0.9910 0.9726 0.9947 0.9624 0.03 0.03 0.09 Snell. 'yx'= 80
1E 6.224 0.574 0.411 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.02 -- Snell. 'yx'= 80
1F 6.224 0.574 -0.379 1 0.5845 0.0000 0.0000 0.0000 0.9616 -- 0.02 -- Snell. 'yx'= 80
1G 6.224 -0.584 0.411 1 0.5845 0.0000 0.0000 0.0000 0.9624 -- 0.02 -- Snell. 'yx'= 80
1H 6.224 -0.584 -0.379 1 0.5845 0.0000 0.0000 0.0000 0.9624 -- 0.02 -- Snell. 'yx'= 80
1I -5.039 0.873 0.138 1 0.5845 0.9960 0.9867 0.9974 0.9617 0.02 0.04 0.07 Snell. 'yx'= 80
1J -5.039 0.873 -0.107 1 0.5845 0.9960 0.9867 0.9974 0.9617 0.02 0.04 0.07 Snell. 'yx'= 80
1K -5.039 -0.883 0.138 1 0.5845 0.9957 0.9867 0.9974 0.9622 0.02 0.04 0.07 Snell. 'yx'= 80
1L -5.039 -0.883 -0.107 1 0.5845 0.9957 0.9867 0.9974 0.9622 0.02 0.04 0.07 Snell. 'yx'= 80
1M 0.904 0.873 0.138 1 0.5845 0.0000 0.0000 0.0000 0.9617 -- 0.04 -- Snell. 'yx'= 80
1N 0.904 0.873 -0.107 1 0.5845 0.0000 0.0000 0.0000 0.9617 -- 0.04 -- Snell. 'yx'= 80
1O 0.904 -0.883 0.138 1 0.5845 0.0000 0.0000 0.0000 0.9622 -- 0.04 -- Snell. 'yx'= 80
1P 0.904 -0.883 -0.107 1 0.5845 0.0000 0.0000 0.0000 0.9622 -- 0.04 -- Snell. 'yx'= 80
2 -13.830 -1.223 0.113 1 0.5845 0.9881 0.9635 0.9930 0.9623 0.04 0.06 0.11 Snell. 'yx'= 80
7 4.227 1.844 -0.038 1 0.5845 0.0000 0.0000 0.0000 0.9614 -- 0.08 -- Snell. 'yx'= 80
ASTA NUM. 41 NI 32 NF 14 Lungh. 100.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 131
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -4.711 -0.322 0.417 0.000 0.384 0.170 1 0.00 0.01 0.02
1B 0 -4.711 0.301 0.417 0.000 0.384 -0.158 1 0.00 0.01 0.02
1C 0 -4.711 -0.322 -0.440 0.000 -0.347 0.170 1 0.00 0.01 0.02
1D 0 -4.711 0.301 -0.440 0.000 -0.347 -0.158 1 0.00 0.01 0.02
1E 0 2.251 -0.322 0.417 0.000 0.384 0.170 1 0.00 0.00 0.02
1F 0 2.251 0.301 0.417 0.000 0.384 -0.158 1 0.00 0.00 0.02
1G 0 2.251 -0.322 -0.440 0.000 -0.347 0.170 1 0.00 0.00 0.02
1H 0 2.251 0.301 -0.440 0.000 -0.347 -0.158 1 0.00 0.00 0.02
1I 0 -2.523 -0.107 0.631 0.000 0.563 0.057 1 0.01 0.00 0.03
1J 0 -2.523 0.086 0.631 0.000 0.563 -0.045 1 0.01 0.00 0.03
1K 0 -2.523 -0.107 -0.654 0.000 -0.525 0.057 1 0.01 0.00 0.02
1L 0 -2.523 0.086 -0.654 0.000 -0.525 -0.045 1 0.01 0.00 0.02
1M 0 0.062 -0.107 0.631 0.000 0.563 0.057 1 0.01 0.00 0.03
1N 0 0.062 0.086 0.631 0.000 0.563 -0.045 1 0.01 0.00 0.03
1O 0 0.062 -0.107 -0.654 0.000 -0.525 0.057 1 0.01 0.00 0.02
1P 0 0.062 0.086 -0.654 0.000 -0.525 -0.045 1 0.01 0.00 0.02
2 0 -9.858 -0.096 -1.004 0.000 0.791 0.051 1 0.01 0.02 0.04
7 0 3.362 0.038 1.461 0.000 -1.082 -0.018 1 0.01 0.01 0.05
1A 50 -4.629 -0.322 0.417 0.000 0.604 0.009 1 0.00 0.01 0.03
1B 50 -4.629 0.301 0.417 0.000 0.604 -0.007 1 0.00 0.01 0.03
1C 50 -4.629 -0.322 -0.440 0.000 -0.555 0.009 1 0.00 0.01 0.03
1D 50 -4.629 0.301 -0.440 0.000 -0.555 -0.007 1 0.00 0.01 0.03
1E 50 2.333 -0.322 0.417 0.000 0.604 0.009 1 0.00 0.00 0.03
1F 50 2.333 0.301 0.417 0.000 0.604 -0.007 1 0.00 0.00 0.03
1G 50 2.333 -0.322 -0.440 0.000 -0.555 0.009 1 0.00 0.00 0.03
1H 50 2.333 0.301 -0.440 0.000 -0.555 -0.007 1 0.00 0.00 0.03
1I 50 -2.441 -0.107 0.631 0.000 0.890 0.004 1 0.01 0.00 0.04
1J 50 -2.441 0.086 0.631 0.000 0.890 -0.001 1 0.01 0.00 0.04
1K 50 -2.441 -0.107 -0.654 0.000 -0.841 0.004 1 0.01 0.00 0.04
1L 50 -2.441 0.086 -0.654 0.000 -0.841 -0.001 1 0.01 0.00 0.04
1M 50 0.144 -0.107 0.631 0.000 0.890 0.004 1 0.01 0.00 0.04
1N 50 0.144 0.086 0.631 0.000 0.890 -0.001 1 0.01 0.00 0.04
1O 50 0.144 -0.107 -0.654 0.000 -0.841 0.004 1 0.01 0.00 0.04
1P 50 0.144 0.086 -0.654 0.000 -0.841 -0.001 1 0.01 0.00 0.04
2 50 -9.752 -0.096 -1.004 0.000 1.292 0.003 1 0.01 0.02 0.06
7 50 3.444 0.038 1.461 0.000 -1.812 0.000 1 0.01 0.01 0.08
1A 100 -4.547 -0.322 0.417 0.000 0.824 -0.152 1 0.00 0.01 0.04
1B 100 -4.547 0.301 0.417 0.000 0.824 0.144 1 0.00 0.01 0.04
1C 100 -4.547 -0.322 -0.440 0.000 -0.763 -0.152 1 0.00 0.01 0.04
1D 100 -4.547 0.301 -0.440 0.000 -0.763 0.144 1 0.00 0.01 0.04
1E 100 2.415 -0.322 0.417 0.000 0.824 -0.152 1 0.00 0.00 0.04
1F 100 2.415 0.301 0.417 0.000 0.824 0.144 1 0.00 0.00 0.04
1G 100 2.415 -0.322 -0.440 0.000 -0.763 -0.152 1 0.00 0.00 0.04
1H 100 2.415 0.301 -0.440 0.000 -0.763 0.144 1 0.00 0.00 0.04
1I 100 -2.359 -0.107 0.631 0.000 1.217 -0.050 1 0.01 0.00 0.06
1J 100 -2.359 0.086 0.631 0.000 1.217 0.042 1 0.01 0.00 0.06
1K 100 -2.359 -0.107 -0.654 0.000 -1.157 -0.050 1 0.01 0.00 0.05
1L 100 -2.359 0.086 -0.654 0.000 -1.157 0.042 1 0.01 0.00 0.05
1M 100 0.227 -0.107 0.631 0.000 1.217 -0.050 1 0.01 0.00 0.06
1N 100 0.227 0.086 0.631 0.000 1.217 0.042 1 0.01 0.00 0.06
1O 100 0.227 -0.107 -0.654 0.000 -1.157 -0.050 1 0.01 0.00 0.05
1P 100 0.227 0.086 -0.654 0.000 -1.157 0.042 1 0.01 0.00 0.05
2 100 -9.646 -0.096 -1.004 0.000 1.794 -0.045 1 0.01 0.02 0.08
7 100 3.525 0.038 1.461 0.000 -2.542 0.019 1 0.01 0.01 0.12
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -4.711 0.824 0.170 1 0.8637 1.0014 0.9916 0.9998 0.9718 0.01 0.04 0.06 Snell. 'yx'= 40
1B -4.711 0.824 -0.158 1 0.8637 1.0014 0.9916 0.9998 0.9718 0.01 0.04 0.06 Snell. 'yx'= 40
1C -4.711 -0.763 0.170 1 0.8637 1.0013 0.9916 0.9998 0.9721 0.01 0.04 0.06 Snell. 'yx'= 40
1D -4.711 -0.763 -0.158 1 0.8637 1.0013 0.9916 0.9998 0.9721 0.01 0.04 0.06 Snell. 'yx'= 40
1E 2.415 0.824 0.170 1 0.8637 0.0000 0.0000 0.0000 0.9718 -- 0.04 -- Snell. 'yx'= 40
1F 2.415 0.824 -0.158 1 0.8637 0.0000 0.0000 0.0000 0.9718 -- 0.04 -- Snell. 'yx'= 40
1G 2.415 -0.763 0.170 1 0.8637 0.0000 0.0000 0.0000 0.9721 -- 0.03 -- Snell. 'yx'= 40
1H 2.415 -0.763 -0.158 1 0.8637 0.0000 0.0000 0.0000 0.9721 -- 0.03 -- Snell. 'yx'= 40
1I -2.523 1.217 0.057 1 0.8637 1.0007 0.9955 0.9999 0.9719 0.01 0.06 0.07 Snell. 'yx'= 40
1J -2.523 1.217 -0.045 1 0.8637 1.0007 0.9955 0.9999 0.9719 0.01 0.06 0.07 Snell. 'yx'= 40
1K -2.523 -1.157 0.057 1 0.8637 1.0007 0.9955 0.9999 0.9721 0.01 0.05 0.06 Snell. 'yx'= 40
1L -2.523 -1.157 -0.045 1 0.8637 1.0007 0.9955 0.9999 0.9721 0.01 0.05 0.06 Snell. 'yx'= 40
1M 0.227 1.217 0.057 1 0.8637 0.0000 0.0000 0.0000 0.9719 -- 0.06 -- Snell. 'yx'= 40
1N 0.227 1.217 -0.045 1 0.8637 0.0000 0.0000 0.0000 0.9719 -- 0.06 -- Snell. 'yx'= 40
1O 0.227 -1.157 0.057 1 0.8637 0.0000 0.0000 0.0000 0.9721 -- 0.05 -- Snell. 'yx'= 40
1P 0.227 -1.157 -0.045 1 0.8637 0.0000 0.0000 0.0000 0.9721 -- 0.05 -- Snell. 'yx'= 40
2 -9.858 1.794 0.051 1 0.8637 1.0027 0.9824 0.9996 0.9725 0.02 0.08 0.11 Snell. 'yx'= 40
7 3.525 -2.542 0.019 1 0.8637 0.0000 0.0000 0.0000 0.9729 -- 0.12 -- Snell. 'yx'= 40
ASTA NUM. 42 NI 12 NF 44 Lungh. 80.0 cm SEZ. 2 Ps HEA 100 capovolto
Sollecitazioni di calcolo e di verifica Indici <= 1 : VERIFICATO
-------------------------------------------------------------------------------------------------------------------------------
NC x Fx Fy Fz Mx My Mz Classe I.V.T. I.R.n. I.R. Nota
-- -------------------- ------------------ ------ --------------------
cm kN kN*m
-------------------------------------------------------------------------------------------------------------------------------
1A 0 -13.297 -0.357 0.480 0.000 0.973 0.260 1 0.00 0.02 0.04
1B 0 -13.297 0.335 0.480 0.000 0.973 -0.241 1 0.00 0.02 0.04
1C 0 -13.297 -0.357 -0.502 0.000 -0.999 0.260 1 0.00 0.02 0.05
1D 0 -13.297 0.335 -0.502 0.000 -0.999 -0.241 1 0.00 0.02 0.05
1E 0 10.511 -0.357 0.480 0.000 0.973 0.260 1 0.00 0.02 0.04
1F 0 10.511 0.335 0.480 0.000 0.973 -0.241 1 0.00 0.02 0.04
1G 0 10.511 -0.357 -0.502 0.000 -0.999 0.260 1 0.00 0.02 0.05
1H 0 10.511 0.335 -0.502 0.000 -0.999 -0.241 1 0.00 0.02 0.05
1I 0 -5.129 -0.117 0.711 0.000 1.445 0.086 1 0.01 0.01 0.07
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 132
1J 0 -5.129 0.095 0.711 0.000 1.445 -0.068 1 0.01 0.01 0.07
1K 0 -5.129 -0.117 -0.733 0.000 -1.471 0.086 1 0.01 0.01 0.07
1L 0 -5.129 0.095 -0.733 0.000 -1.471 -0.068 1 0.01 0.01 0.07
1M 0 2.343 -0.117 0.711 0.000 1.445 0.086 1 0.01 0.00 0.07
1N 0 2.343 0.095 0.711 0.000 1.445 -0.068 1 0.01 0.00 0.07
1O 0 2.343 -0.117 -0.733 0.000 -1.471 0.086 1 0.01 0.00 0.07
1P 0 2.343 0.095 -0.733 0.000 -1.471 -0.068 1 0.01 0.00 0.07
2 0 -8.045 -0.085 -1.002 0.000 -2.018 0.065 1 0.01 0.01 0.09
7 0 2.030 0.028 1.459 0.000 3.007 -0.020 1 0.01 0.00 0.14
1A 40 -13.232 -0.357 0.480 0.000 0.781 0.117 1 0.00 0.02 0.04
1B 40 -13.232 0.335 0.480 0.000 0.781 -0.107 1 0.00 0.02 0.04
1C 40 -13.232 -0.357 -0.502 0.000 -0.798 0.117 1 0.00 0.02 0.04
1D 40 -13.232 0.335 -0.502 0.000 -0.798 -0.107 1 0.00 0.02 0.04
1E 40 10.577 -0.357 0.480 0.000 0.781 0.117 1 0.00 0.02 0.04
1F 40 10.577 0.335 0.480 0.000 0.781 -0.107 1 0.00 0.02 0.04
1G 40 10.577 -0.357 -0.502 0.000 -0.798 0.117 1 0.00 0.02 0.04
1H 40 10.577 0.335 -0.502 0.000 -0.798 -0.107 1 0.00 0.02 0.04
1I 40 -5.064 -0.117 0.711 0.000 1.160 0.039 1 0.01 0.01 0.05
1J 40 -5.064 0.095 0.711 0.000 1.160 -0.030 1 0.01 0.01 0.05
1K 40 -5.064 -0.117 -0.733 0.000 -1.177 0.039 1 0.01 0.01 0.05
1L 40 -5.064 0.095 -0.733 0.000 -1.177 -0.030 1 0.01 0.01 0.05
1M 40 2.409 -0.117 0.711 0.000 1.160 0.039 1 0.01 0.00 0.05
1N 40 2.409 0.095 0.711 0.000 1.160 -0.030 1 0.01 0.00 0.05
1O 40 2.409 -0.117 -0.733 0.000 -1.177 0.039 1 0.01 0.00 0.05
1P 40 2.409 0.095 -0.733 0.000 -1.177 -0.030 1 0.01 0.00 0.05
2 40 -7.961 -0.085 -1.002 0.000 -1.617 0.031 1 0.01 0.01 0.07
7 40 2.095 0.028 1.459 0.000 2.423 -0.009 1 0.01 0.00 0.11
1A 80 -13.166 -0.357 0.480 0.000 0.589 -0.026 1 0.00 0.02 0.03
1B 80 -13.166 0.335 0.480 0.000 0.589 0.027 1 0.00 0.02 0.03
1C 80 -13.166 -0.357 -0.502 0.000 -0.597 -0.026 1 0.00 0.02 0.03
1D 80 -13.166 0.335 -0.502 0.000 -0.597 0.027 1 0.00 0.02 0.03
1E 80 10.642 -0.357 0.480 0.000 0.589 -0.026 1 0.00 0.02 0.03
1F 80 10.642 0.335 0.480 0.000 0.589 0.027 1 0.00 0.02 0.03
1G 80 10.642 -0.357 -0.502 0.000 -0.597 -0.026 1 0.00 0.02 0.03
1H 80 10.642 0.335 -0.502 0.000 -0.597 0.027 1 0.00 0.02 0.03
1I 80 -4.998 -0.117 0.711 0.000 0.876 -0.008 1 0.01 0.01 0.04
1J 80 -4.998 0.095 0.711 0.000 0.876 0.008 1 0.01 0.01 0.04
1K 80 -4.998 -0.117 -0.733 0.000 -0.884 -0.008 1 0.01 0.01 0.04
1L 80 -4.998 0.095 -0.733 0.000 -0.884 0.008 1 0.01 0.01 0.04
1M 80 2.474 -0.117 0.711 0.000 0.876 -0.008 1 0.01 0.00 0.04
1N 80 2.474 0.095 0.711 0.000 0.876 0.008 1 0.01 0.00 0.04
1O 80 2.474 -0.117 -0.733 0.000 -0.884 -0.008 1 0.01 0.00 0.04
1P 80 2.474 0.095 -0.733 0.000 -0.884 0.008 1 0.01 0.00 0.04
2 80 -7.876 -0.085 -1.002 0.000 -1.217 -0.003 1 0.01 0.01 0.06
7 80 2.160 0.028 1.459 0.000 1.839 0.002 1 0.01 0.00 0.08
Verifica di STABILITA' e/o STABILITA' FLESSO TORSIONALE
---------------------------------------------------------------------------------------------------------------------------------
NC Fx My Mz Classe min. ky kz kLT LT I.S.n. I.S.m. I.S. Nota -- --------------
kN kN*m
---------------------------------------------------------------------------------------------------------------------------------
1A -13.297 0.973 0.260 1 0.9130 1.0034 0.9893 1.0000 0.9816 0.03 0.05 0.09 Snell. 'yx'= 32
1B -13.297 0.973 -0.241 1 0.9130 1.0034 0.9892 1.0000 0.9816 0.03 0.05 0.09 Snell. 'yx'= 32
1C -13.297 -0.999 0.260 1 0.9130 1.0034 0.9893 1.0000 0.9817 0.03 0.05 0.10 Snell. 'yx'= 32
1D -13.297 -0.999 -0.241 1 0.9130 1.0034 0.9892 1.0000 0.9817 0.03 0.05 0.09 Snell. 'yx'= 32
1E 10.642 0.973 0.260 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.03 -- Snell. 'yx'= 32
1F 10.642 0.973 -0.241 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.03 -- Snell. 'yx'= 32
1G 10.642 -0.999 0.260 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.03 -- Snell. 'yx'= 32
1H 10.642 -0.999 -0.241 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.03 -- Snell. 'yx'= 32
1I -5.129 1.445 0.086 1 0.9130 1.0013 0.9959 1.0000 0.9816 0.01 0.07 0.08 Snell. 'yx'= 32
1J -5.129 1.445 -0.068 1 0.9130 1.0013 0.9958 1.0000 0.9816 0.01 0.07 0.08 Snell. 'yx'= 32
1K -5.129 -1.471 0.086 1 0.9130 1.0013 0.9959 1.0000 0.9817 0.01 0.07 0.09 Snell. 'yx'= 32
1L -5.129 -1.471 -0.068 1 0.9130 1.0013 0.9958 1.0000 0.9817 0.01 0.07 0.08 Snell. 'yx'= 32
1M 2.474 1.445 0.086 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.06 -- Snell. 'yx'= 32
1N 2.474 1.445 -0.068 1 0.9130 0.0000 0.0000 0.0000 0.9816 -- 0.06 -- Snell. 'yx'= 32
1O 2.474 -1.471 0.086 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.07 -- Snell. 'yx'= 32
1P 2.474 -1.471 -0.068 1 0.9130 0.0000 0.0000 0.0000 0.9817 -- 0.07 -- Snell. 'yx'= 32
2 -8.045 -2.018 0.065 1 0.9130 1.0021 0.9940 1.0000 0.9816 0.02 0.09 0.11 Snell. 'yx'= 32
7 2.160 3.007 -0.020 1 0.9130 0.0000 0.0000 0.0000 0.9815 -- 0.14 -- Snell. 'yx'= 32
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 133
2.2.1.3 VERIFICA ATTACCO BASE COLONNA
Colonna: HEA 100 S 275 (Fe 430)
[Progetto] Banca n. 0: Banche generali AMV
Assi locali piastra
N = 10.00 kN
Ty = 2.00 kN My = 0.00 kN*m
Tz = 0.00 kN Mz = 3.30 kN*m
Per le sollecitazioni di ogni c.c. riferirsi ai risultati dell'analisi strutturale.
[Verifica piastra di base] (S 275 (Fe 430), Rck 300)
200x250x15 Tipologia n. 2 A = 150 B = 200 (mm)
[Verifica cls]
Verifica cls: I.R. = 0.20
Verifica piastra: Sigma id = 61.4 N/mm² I.R. = 0.23
[Verifica tirafondo] (S 275 (Fe 430))
Numero 4 tirafondi: Diam. tirafondo = 16 (mm)
Rosetta: Diam. = 40 Spessore = 5 (mm)
Fvb,Rd = 31.12 kN Ft,Rd = 46.69 kN I.R. = 0.23
[Verifica saldatura profilo]
Saldatura a cordone d'angolo (singola sull'ala): verificata
Lunghezza1: 100 (mm) Altezza di gola1: 6 (mm)
Lunghezza2: 56 (mm) Altezza di gola2: 4 (mm)
Sigma perp. = 62.6 N/mm² Tens par. = 5.1 N/mm²
I.R. = 0.27
[Resistenza del nodo]
Modalità di collasso: nessuna, situazione più gravosa [saldatura colonna-piastra]
A
Base
B
Altezza
Spess.
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 134
2.2.1.4 VERIFICA ATTACCO TRAVE HEA 100 SU COLONNE HEA 100
-----------------------------------------------------------------------
U N I O N E T R A V E - C O L O N N A
N O D O I N C A S T R O : U n i o n e f l a n g i a t a
-----------------------------------------------------------------------
Descrizione: HEA 100- HEA 100
Colonna: HEA 100
Trave: HEA 100 S 275 (Fe 430)
[Progetto] Banca n. 0: Banche generali AMV
N = 7.00 kN T (taglio massimo) = 21.00 kN Mmax pos.= 11.00 kN*m M torcente = 0.00 kN*m
Per le sollecitazioni di ogni c.c. riferirsi ai risultati dell'analisi strutturale.
[Verifica flangia] (S 275 (Fe 430))
Flangia tipo 7: 100x200x15 A = 61 B = 41 C = 27 D = 25 (mm)
n. 0 file intermedie di bulloni per infittimento
Diam. bulloni M16 Incremento foro: 2.0 (mm) (Classe 10.9)
[Resistenza zona a taglio]
F,Rd = 102.3 kN (resistenza anima colonna)
[Resistenza zona a compressione]
F,Rd = 131.1 kN (resistenza anima colonna)
[Resistenza zona a trazione]
[Seconda fila di bulloni]
F,Rd = 89.3 kN (resistenza ala colonna)
F,Rd = 198.9 kN (resistenza flangia di estremità)
F,Rd = 103.0 kN (resistenza anima colonna)
F,t2,Rd,ult = 13.1 kN (resistenza efficace seconda fila)
[Momento resistente]
Mj,Rd = 11.3 kN*m
[Rigidezza rotazionale] (calcolata per N trascurabile)
S,j = 2891.1 kN*m/rad (rigidezza del giunto)
[Resistenza assiale profilo]
Npl,Rd = 555.2 kN |N| <= 0.05 Npl,Rd (trascurabile)
[Verifica a presso-tensoflessione del giunto]
I.R. = 0.97
[Verifica a taglio del nodo]
F,v,Rd = 62.8 kN (resistenza dei bulloni a taglio)
F,t,Rd = 113.0 kN (resistenza dei bulloni a trazione)
I.R. = 0.34
[Verifica di rifollamento]
F,b,Rd = 105.1 kN (resistenza a rifollamento)
I.R. = 0.02
[Verifica saldatura profilo]
Saldatura a cordone d'angolo (singola sull'ala): verificata
Lunghezza1: 100 (mm) Altezza di gola1: 6 (mm)
Lunghezza2: 56 (mm) Altezza di gola2: 4 (mm)
Sigma perp. = 191.2 N/mm² Tens par. = 53.6 N/mm²
I.R. = 0.91
D
A
l
t
e
z
z
a
C
B
C
D
Base
ASpessore
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 135
2.2.2 VERIFICHE FONDAZIONE
Lavoro: Pensilina Intestazione lavoro: Pensilina
Elem.: GUSCIO (piastra) Gruppo: 1 Tabella: Tabella gusci
Descrizione: Platea
Rck: 30.00 N/mmq fyk: 450.0 N/mmq Copriferro sup.: 3.0 cm Copriferro inf.: 3.0 cm
Coeff. di partecipazione Mxy: 0.50 Coeff. di partecipazione Sxy: 0.50
dxx base sup.: 12 mm dxx base inf.: 12 mm pxx: 20 cm dxx agg.: 12 mm pxx agg.: 20 cm
dyy base sup.: 12 mm dyy base inf.: 12 mm pyy: 20 cm dyy agg.: 12 mm pyy agg.: 20 cm
Orientamento armature: rif._globale Angolo di posa delle armature: 0.00 gradi
Diametro staffe: 8 mm Numero braccia: 2
Le armature longitudinali aggiuntive, riferite al proprio passo, vanno aggiunte all'armatura di base: vedere riga riassuntiva
----------------------------------------------------------------------------------------------------------------------------------
El. comb. Nxx Mxx Nyy Myy Vz(Mxx) Vz(Myy) Axx inf. Axx sup. Ayy inf. Ayy sup. Indice di resistenza
--- --- --- --- --------------- ----------------- ----------------- --------------------
kN/20 cm kN*m/20 cm kN/20 cm kN*m/20 cm kN/m cmq /20 cm cmq /20 cm N, M txy Vz/Vrd1
----------------------------------------------------------------------------------------------------------------------------------
1 1A 0.000 -0.715 0.000 -0.808 3.376 1.457 1.13 1.13 1.13 1.13 0.09 0.00 0.03
1 1B 0.000 -0.715 0.000 -0.808 3.376 1.457 1.13 1.13 1.13 1.13 0.09 0.00 0.03
1 1C 0.000 0.849 0.000 0.662 3.805 3.712 1.13 1.13 1.13 1.13 0.09 0.00 0.04
1 1D 0.000 0.849 0.000 0.662 3.805 3.712 1.13 1.13 1.13 1.13 0.09 0.00 0.04
1 1I 0.000 -0.282 0.000 -0.874 1.310 1.588 1.13 1.13 1.13 1.13 0.09 0.00 0.02
1 1J 0.000 -0.282 0.000 -0.874 1.310 1.588 1.13 1.13 1.13 1.13 0.09 0.00 0.02
1 1K 0.000 0.417 0.000 0.728 0.530 2.462 1.13 1.13 1.13 1.13 0.08 0.00 0.02
1 1L 0.000 0.417 0.000 0.728 0.530 2.462 1.13 1.13 1.13 1.13 0.08 0.00 0.02
1 2 0.000 0.418 0.000 -1.058 1.190 17.112 1.13 1.13 1.13 1.13 0.11 0.00 0.16
1 7 0.000 0.155 0.000 1.092 0.982 7.614 1.13 1.13 1.13 1.13 0.12 0.00 0.07
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
2 1A 0.000 -0.254 0.000 -0.538 2.709 0.523 1.13 1.13 1.13 1.13 0.06 0.00 0.03
2 1B 0.000 -0.254 0.000 -0.538 2.709 0.523 1.13 1.13 1.13 1.13 0.06 0.00 0.03
2 1C 0.000 0.155 0.000 0.071 0.833 3.208 1.13 1.13 1.13 1.13 0.02 0.00 0.03
2 1D 0.000 0.155 0.000 0.071 0.833 3.208 1.13 1.13 1.13 1.13 0.02 0.00 0.03
2 1I 0.000 -0.175 0.000 -0.637 1.148 1.071 1.13 1.13 1.13 1.13 0.07 0.00 0.01
2 1J 0.000 -0.175 0.000 -0.637 1.148 1.071 1.13 1.13 1.13 1.13 0.07 0.00 0.01
2 1K 0.000 0.076 0.000 0.171 0.490 3.276 1.13 1.13 1.13 1.13 0.02 0.00 0.03
2 1L 0.000 0.076 0.000 0.171 0.490 3.276 1.13 1.13 1.13 1.13 0.02 0.00 0.03
2 2 0.000 -0.350 0.000 -1.664 1.185 4.795 1.13 1.13 1.13 1.13 0.18 0.00 0.05
2 7 0.000 0.171 0.000 0.858 0.016 0.395 1.13 1.13 1.13 1.13 0.09 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
3 1A 0.000 -0.176 0.000 -0.487 1.703 0.038 1.13 1.13 1.13 1.13 0.05 0.00 0.02
3 1B 0.000 -0.176 0.000 -0.487 1.703 0.038 1.13 1.13 1.13 1.13 0.05 0.00 0.02
3 1C 0.000 0.072 0.000 -0.113 0.356 1.005 1.13 1.13 1.13 1.13 0.01 0.00 0.01
3 1D 0.000 0.072 0.000 -0.113 0.356 1.005 1.13 1.13 1.13 1.13 0.01 0.00 0.01
3 1I 0.000 -0.111 0.000 -0.542 0.747 0.571 1.13 1.13 1.13 1.13 0.06 0.00 0.01
3 1J 0.000 -0.111 0.000 -0.542 0.747 0.571 1.13 1.13 1.13 1.13 0.06 0.00 0.01
3 1K 0.000 0.008 0.000 -0.058 0.241 1.430 1.13 1.13 1.13 1.13 0.01 0.00 0.01
3 1L 0.000 0.008 0.000 -0.058 0.241 1.430 1.13 1.13 1.13 1.13 0.01 0.00 0.01
3 2 0.000 -0.314 0.000 -1.859 1.225 1.210 1.13 1.13 1.13 1.13 0.20 0.00 0.01
3 7 0.000 0.100 0.000 0.676 0.236 1.177 1.13 1.13 1.13 1.13 0.07 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
4 1A 0.000 -0.124 0.000 -0.445 1.098 0.209 1.13 1.13 1.13 1.13 0.05 0.00 0.01
4 1B 0.000 -0.124 0.000 -0.445 1.098 0.209 1.13 1.13 1.13 1.13 0.05 0.00 0.01
4 1C 0.000 0.043 0.000 -0.156 0.353 0.172 1.13 1.13 1.13 1.13 0.02 0.00 0.00
4 1D 0.000 0.043 0.000 -0.156 0.353 0.172 1.13 1.13 1.13 1.13 0.02 0.00 0.00
4 1I 0.000 -0.075 0.000 -0.446 0.555 0.747 1.13 1.13 1.13 1.13 0.05 0.00 0.01
4 1J 0.000 -0.075 0.000 -0.446 0.555 0.747 1.13 1.13 1.13 1.13 0.05 0.00 0.01
4 1K 0.000 -0.006 0.000 -0.155 0.068 0.574 1.13 1.13 1.13 1.13 0.02 0.00 0.01
4 1L 0.000 -0.006 0.000 -0.155 0.068 0.574 1.13 1.13 1.13 1.13 0.02 0.00 0.01
4 2 0.000 -0.229 0.000 -1.797 1.174 0.671 1.13 1.13 1.13 1.13 0.19 0.00 0.01
4 7 0.000 0.056 0.000 0.510 0.203 1.244 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
5 1A 0.000 -0.122 0.000 -0.404 2.086 0.271 1.13 1.13 1.13 1.13 0.04 0.00 0.02
5 1B 0.000 -0.122 0.000 -0.404 2.086 0.271 1.13 1.13 1.13 1.13 0.04 0.00 0.02
5 1C 0.000 0.050 0.000 -0.149 0.632 0.308 1.13 1.13 1.13 1.13 0.02 0.00 0.01
5 1D 0.000 0.050 0.000 -0.149 0.632 0.308 1.13 1.13 1.13 1.13 0.02 0.00 0.01
5 1I 0.000 -0.070 0.000 -0.360 0.868 0.241 1.13 1.13 1.13 1.13 0.04 0.00 0.01
5 1J 0.000 -0.070 0.000 -0.360 0.868 0.241 1.13 1.13 1.13 1.13 0.04 0.00 0.01
5 1K 0.000 -0.002 0.000 -0.193 0.379 0.315 1.13 1.13 1.13 1.13 0.02 0.00 0.00
5 1L 0.000 -0.002 0.000 -0.193 0.379 0.315 1.13 1.13 1.13 1.13 0.02 0.00 0.00
5 2 0.000 -0.215 0.000 -1.649 1.072 1.822 1.13 1.13 1.13 1.13 0.18 0.00 0.02
5 7 0.000 0.040 0.000 0.348 0.177 1.467 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
6 1A 0.000 -0.175 0.000 -0.418 1.658 0.389 1.13 1.13 1.13 1.13 0.04 0.00 0.02
6 1B 0.000 -0.175 0.000 -0.418 1.658 0.389 1.13 1.13 1.13 1.13 0.04 0.00 0.02
6 1C 0.000 0.085 0.000 -0.080 0.422 0.887 1.13 1.13 1.13 1.13 0.01 0.00 0.01
6 1D 0.000 0.085 0.000 -0.080 0.422 0.887 1.13 1.13 1.13 1.13 0.01 0.00 0.01
6 1I 0.000 -0.101 0.000 -0.412 0.675 0.178 1.13 1.13 1.13 1.13 0.04 0.00 0.01
6 1J 0.000 -0.101 0.000 -0.412 0.675 0.178 1.13 1.13 1.13 1.13 0.04 0.00 0.01
6 1K 0.000 0.011 0.000 -0.086 0.090 1.235 1.13 1.13 1.13 1.13 0.01 0.00 0.01
6 1L 0.000 0.011 0.000 -0.086 0.090 1.235 1.13 1.13 1.13 1.13 0.01 0.00 0.01
6 2 0.000 -0.264 0.000 -1.435 0.971 3.380 1.13 1.13 1.13 1.13 0.15 0.00 0.03
6 7 0.000 0.035 0.000 0.170 0.144 1.841 1.13 1.13 1.13 1.13 0.02 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
7 1A 0.000 -0.254 0.000 -0.420 2.926 0.076 1.13 1.13 1.13 1.13 0.05 0.00 0.03
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 136
7 1B 0.000 -0.254 0.000 -0.420 2.926 0.076 1.13 1.13 1.13 1.13 0.05 0.00 0.03
7 1C 0.000 0.171 0.000 0.048 1.191 2.422 1.13 1.13 1.13 1.13 0.02 0.00 0.02
7 1D 0.000 0.171 0.000 0.048 1.191 2.422 1.13 1.13 1.13 1.13 0.02 0.00 0.02
7 1I 0.000 -0.149 0.000 -0.456 1.116 0.464 1.13 1.13 1.13 1.13 0.05 0.00 0.01
7 1J 0.000 -0.149 0.000 -0.456 1.116 0.464 1.13 1.13 1.13 1.13 0.05 0.00 0.01
7 1K 0.000 0.066 0.000 0.084 0.118 2.334 1.13 1.13 1.13 1.13 0.01 0.00 0.02
7 1L 0.000 0.066 0.000 0.084 0.118 2.334 1.13 1.13 1.13 1.13 0.01 0.00 0.02
7 2 0.000 -0.219 0.000 -0.965 1.235 6.161 1.13 1.13 1.13 1.13 0.10 0.00 0.06
7 7 0.000 -0.054 0.000 -0.127 0.363 2.259 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
8 1A 0.000 -0.720 0.000 -0.614 3.449 1.126 1.13 1.13 1.13 1.13 0.08 0.00 0.03
8 1B 0.000 -0.720 0.000 -0.614 3.449 1.126 1.13 1.13 1.13 1.13 0.08 0.00 0.03
8 1C 0.000 0.846 0.000 0.516 4.244 3.380 1.13 1.13 1.13 1.13 0.09 0.00 0.04
8 1D 0.000 0.846 0.000 0.516 4.244 3.380 1.13 1.13 1.13 1.13 0.09 0.00 0.04
8 1I 0.000 -0.245 0.000 -0.583 1.173 1.353 1.13 1.13 1.13 1.13 0.06 0.00 0.01
8 1J 0.000 -0.245 0.000 -0.583 1.173 1.353 1.13 1.13 1.13 1.13 0.06 0.00 0.01
8 1K 0.000 0.370 0.000 0.485 0.931 2.219 1.13 1.13 1.13 1.13 0.05 0.00 0.02
8 1L 0.000 0.370 0.000 0.485 0.931 2.219 1.13 1.13 1.13 1.13 0.05 0.00 0.02
8 2 0.000 0.383 0.000 0.338 0.400 11.543 1.13 1.13 1.13 1.13 0.04 0.00 0.11
8 7 0.000 -0.103 0.000 -0.530 0.315 0.113 1.13 1.13 1.13 1.13 0.06 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
9 1A 0.000 -0.344 0.000 -0.424 2.896 1.136 1.13 1.13 1.13 1.13 0.05 0.00 0.03
9 1B 0.000 -0.344 0.000 -0.424 2.896 1.136 1.13 1.13 1.13 1.13 0.05 0.00 0.03
9 1C 0.000 0.433 0.000 0.541 8.052 1.666 1.13 1.13 1.13 1.13 0.06 0.00 0.08
9 1D 0.000 0.433 0.000 0.541 8.052 1.666 1.13 1.13 1.13 1.13 0.06 0.00 0.08
9 1I 0.000 -0.274 0.000 -0.319 0.597 0.654 1.13 1.13 1.13 1.13 0.03 0.00 0.01
9 1J 0.000 -0.274 0.000 -0.319 0.597 0.654 1.13 1.13 1.13 1.13 0.03 0.00 0.01
9 1K 0.000 0.363 0.000 0.435 2.432 3.103 1.13 1.13 1.13 1.13 0.05 0.00 0.03
9 1L 0.000 0.363 0.000 0.435 2.432 3.103 1.13 1.13 1.13 1.13 0.05 0.00 0.03
9 2 0.000 0.201 0.000 0.283 7.267 11.360 1.13 1.13 1.13 1.13 0.03 0.00 0.11
9 7 0.000 0.086 0.000 0.085 0.885 6.680 1.13 1.13 1.13 1.13 0.01 0.00 0.06
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
10 1A 0.000 -0.765 0.000 -0.398 3.838 1.639 1.13 1.13 1.13 1.13 0.08 0.00 0.04
10 1B 0.000 -0.765 0.000 -0.398 3.838 1.639 1.13 1.13 1.13 1.13 0.08 0.00 0.04
10 1C 0.000 0.938 0.000 0.512 6.792 1.532 1.13 1.13 1.13 1.13 0.10 0.00 0.06
10 1D 0.000 0.938 0.000 0.512 6.792 1.532 1.13 1.13 1.13 1.13 0.10 0.00 0.06
10 1I 0.000 -0.349 0.000 -0.331 1.353 1.141 1.13 1.13 1.13 1.13 0.04 0.00 0.01
10 1J 0.000 -0.349 0.000 -0.331 1.353 1.141 1.13 1.13 1.13 1.13 0.04 0.00 0.01
10 1K 0.000 0.521 0.000 0.444 1.948 3.293 1.13 1.13 1.13 1.13 0.06 0.00 0.03
10 1L 0.000 0.521 0.000 0.444 1.948 3.293 1.13 1.13 1.13 1.13 0.06 0.00 0.03
10 2 0.000 0.394 0.000 0.230 0.488 11.166 1.13 1.13 1.13 1.13 0.04 0.00 0.11
10 7 0.000 0.163 0.000 0.160 0.989 4.928 1.13 1.13 1.13 1.13 0.02 0.00 0.05
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
11 1A 0.000 -0.855 0.000 -0.388 1.349 0.941 1.13 1.13 1.13 1.13 0.09 0.00 0.01
11 1B 0.000 -0.855 0.000 -0.388 1.349 0.941 1.13 1.13 1.13 1.13 0.09 0.00 0.01
11 1C 0.000 0.912 0.000 0.474 3.793 0.184 1.13 1.13 1.13 1.13 0.10 0.00 0.04
11 1D 0.000 0.912 0.000 0.474 3.793 0.184 1.13 1.13 1.13 1.13 0.10 0.00 0.04
11 1I 0.000 -0.486 0.000 -0.366 1.161 0.014 1.13 1.13 1.13 1.13 0.05 0.00 0.01
11 1J 0.000 -0.486 0.000 -0.366 1.161 0.014 1.13 1.13 1.13 1.13 0.05 0.00 0.01
11 1K 0.000 0.544 0.000 0.451 3.166 1.701 1.13 1.13 1.13 1.13 0.06 0.00 0.03
11 1L 0.000 0.544 0.000 0.451 3.166 1.701 1.13 1.13 1.13 1.13 0.06 0.00 0.03
11 2 0.000 0.085 0.000 0.176 11.854 7.179 1.13 1.13 1.13 1.13 0.02 0.00 0.11
11 7 0.000 0.154 0.000 0.120 1.297 4.468 1.13 1.13 1.13 1.13 0.02 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
12 1A 0.000 -0.604 0.000 -0.199 2.461 0.414 1.13 1.13 1.13 1.13 0.06 0.00 0.02
12 1B 0.000 -0.604 0.000 -0.199 2.461 0.414 1.13 1.13 1.13 1.13 0.06 0.00 0.02
12 1C 0.000 0.367 0.000 0.148 4.366 0.691 1.13 1.13 1.13 1.13 0.04 0.00 0.04
12 1D 0.000 0.367 0.000 0.148 4.366 0.691 1.13 1.13 1.13 1.13 0.04 0.00 0.04
12 1I 0.000 -0.412 0.000 -0.214 0.366 1.160 1.13 1.13 1.13 1.13 0.04 0.00 0.01
12 1J 0.000 -0.412 0.000 -0.214 0.366 1.160 1.13 1.13 1.13 1.13 0.04 0.00 0.01
12 1K 0.000 0.175 0.000 0.162 3.126 0.328 1.13 1.13 1.13 1.13 0.02 0.00 0.03
12 1L 0.000 0.175 0.000 0.162 3.126 0.328 1.13 1.13 1.13 1.13 0.02 0.00 0.03
12 2 0.000 -0.633 0.000 0.121 6.645 1.817 1.13 1.13 1.13 1.13 0.07 0.00 0.06
12 7 0.000 0.125 0.000 -0.130 1.392 3.607 1.13 1.13 1.13 1.13 0.01 0.00 0.03
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
13 1A 0.000 -0.494 0.000 -0.152 0.899 0.824 1.13 1.13 1.13 1.13 0.05 0.00 0.01
13 1B 0.000 -0.494 0.000 -0.152 0.899 0.824 1.13 1.13 1.13 1.13 0.05 0.00 0.01
13 1C 0.000 0.162 0.000 0.089 2.241 0.551 1.13 1.13 1.13 1.13 0.02 0.00 0.02
13 1D 0.000 0.162 0.000 0.089 2.241 0.551 1.13 1.13 1.13 1.13 0.02 0.00 0.02
13 1I 0.000 -0.390 0.000 -0.181 0.273 1.468 1.13 1.13 1.13 1.13 0.04 0.00 0.01
13 1J 0.000 -0.390 0.000 -0.181 0.273 1.468 1.13 1.13 1.13 1.13 0.04 0.00 0.01
13 1K 0.000 0.058 0.000 0.118 1.310 0.262 1.13 1.13 1.13 1.13 0.01 0.00 0.01
13 1L 0.000 0.058 0.000 0.118 1.310 0.262 1.13 1.13 1.13 1.13 0.01 0.00 0.01
13 2 0.000 -0.937 0.000 -0.131 3.302 0.650 1.13 1.13 1.13 1.13 0.10 0.00 0.03
13 7 0.000 0.121 0.000 -0.086 0.842 2.014 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
14 1A 0.000 -0.403 0.000 -0.106 0.894 0.823 1.13 1.13 1.13 1.13 0.04 0.00 0.01
14 1B 0.000 -0.403 0.000 -0.106 0.894 0.823 1.13 1.13 1.13 1.13 0.04 0.00 0.01
14 1C 0.000 0.046 0.000 0.052 1.360 0.493 1.13 1.13 1.13 1.13 0.01 0.00 0.01
14 1D 0.000 0.046 0.000 0.052 1.360 0.493 1.13 1.13 1.13 1.13 0.01 0.00 0.01
14 1I 0.000 -0.349 0.000 -0.143 0.107 1.367 1.13 1.13 1.13 1.13 0.04 0.00 0.01
14 1J 0.000 -0.349 0.000 -0.143 0.107 1.367 1.13 1.13 1.13 1.13 0.04 0.00 0.01
14 1K 0.000 -0.008 0.000 0.088 0.660 0.471 1.13 1.13 1.13 1.13 0.01 0.00 0.01
14 1L 0.000 -0.008 0.000 0.088 0.660 0.471 1.13 1.13 1.13 1.13 0.01 0.00 0.01
14 2 0.000 -1.039 0.000 -0.129 0.935 1.606 1.13 1.13 1.13 1.13 0.11 0.00 0.02
14 7 0.000 0.111 0.000 -0.050 0.295 1.479 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
15 1A 0.000 -0.313 0.000 -0.077 0.889 1.801 1.13 1.13 1.13 1.13 0.03 0.00 0.02
15 1B 0.000 -0.313 0.000 -0.077 0.889 1.801 1.13 1.13 1.13 1.13 0.03 0.00 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 137
15 1C 0.000 -0.022 0.000 0.041 0.540 1.551 1.13 1.13 1.13 1.13 0.01 0.00 0.01
15 1D 0.000 -0.022 0.000 0.041 0.540 1.551 1.13 1.13 1.13 1.13 0.01 0.00 0.01
15 1I 0.000 -0.296 0.000 -0.109 0.402 2.112 1.13 1.13 1.13 1.13 0.03 0.00 0.02
15 1J 0.000 -0.296 0.000 -0.109 0.402 2.112 1.13 1.13 1.13 1.13 0.03 0.00 0.02
15 1K 0.000 -0.039 0.000 0.072 0.016 1.308 1.13 1.13 1.13 1.13 0.01 0.00 0.01
15 1L 0.000 -0.039 0.000 0.072 0.016 1.308 1.13 1.13 1.13 1.13 0.01 0.00 0.01
15 2 0.000 -0.999 0.000 -0.096 1.016 1.685 1.13 1.13 1.13 1.13 0.11 0.00 0.02
15 7 0.000 0.098 0.000 -0.033 0.145 1.366 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
16 1A 0.000 -0.261 0.000 -0.107 0.099 0.418 1.13 1.13 1.13 1.13 0.03 0.00 0.00
16 1B 0.000 -0.261 0.000 -0.107 0.099 0.418 1.13 1.13 1.13 1.13 0.03 0.00 0.00
16 1C 0.000 -0.024 0.000 0.078 1.276 0.384 1.13 1.13 1.13 1.13 0.01 0.00 0.01
16 1D 0.000 -0.024 0.000 0.078 1.276 0.384 1.13 1.13 1.13 1.13 0.01 0.00 0.01
16 1I 0.000 -0.274 0.000 -0.122 0.455 1.055 1.13 1.13 1.13 1.13 0.03 0.00 0.01
16 1J 0.000 -0.274 0.000 -0.122 0.455 1.055 1.13 1.13 1.13 1.13 0.03 0.00 0.01
16 1K 0.000 -0.011 0.000 0.093 0.936 0.132 1.13 1.13 1.13 1.13 0.01 0.00 0.01
16 1L 0.000 -0.011 0.000 0.093 0.936 0.132 1.13 1.13 1.13 1.13 0.01 0.00 0.01
16 2 0.000 -0.838 0.000 -0.048 3.049 0.986 1.13 1.13 1.13 1.13 0.09 0.00 0.03
16 7 0.000 0.108 0.000 -0.060 0.592 1.634 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
17 1A 0.000 -0.351 0.000 -0.157 2.332 0.036 1.13 1.13 1.13 1.13 0.04 0.00 0.02
17 1B 0.000 -0.351 0.000 -0.157 2.332 0.036 1.13 1.13 1.13 1.13 0.04 0.00 0.02
17 1C 0.000 0.161 0.000 0.138 4.073 0.749 1.13 1.13 1.13 1.13 0.02 0.00 0.04
17 1D 0.000 0.161 0.000 0.138 4.073 0.749 1.13 1.13 1.13 1.13 0.02 0.00 0.04
17 1I 0.000 -0.284 0.000 -0.149 0.391 0.828 1.13 1.13 1.13 1.13 0.03 0.00 0.01
17 1J 0.000 -0.284 0.000 -0.149 0.391 0.828 1.13 1.13 1.13 1.13 0.03 0.00 0.01
17 1K 0.000 0.094 0.000 0.130 2.792 0.106 1.13 1.13 1.13 1.13 0.01 0.00 0.03
17 1L 0.000 0.094 0.000 0.130 2.792 0.106 1.13 1.13 1.13 1.13 0.01 0.00 0.03
17 2 0.000 -0.551 0.000 0.011 5.641 0.939 1.13 1.13 1.13 1.13 0.06 0.00 0.05
17 7 0.000 0.115 0.000 -0.089 0.926 2.813 1.13 1.13 1.13 1.13 0.01 0.00 0.03
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
18 1A 0.000 -0.599 0.000 -0.360 1.316 1.456 1.13 1.13 1.13 1.13 0.06 0.00 0.01
18 1B 0.000 -0.599 0.000 -0.360 1.316 1.456 1.13 1.13 1.13 1.13 0.06 0.00 0.01
18 1C 0.000 0.621 0.000 0.404 3.850 0.531 1.13 1.13 1.13 1.13 0.07 0.00 0.04
18 1D 0.000 0.621 0.000 0.404 3.850 0.531 1.13 1.13 1.13 1.13 0.07 0.00 0.04
18 1I 0.000 -0.370 0.000 -0.353 1.037 0.404 1.13 1.13 1.13 1.13 0.04 0.00 0.01
18 1J 0.000 -0.370 0.000 -0.353 1.037 0.404 1.13 1.13 1.13 1.13 0.04 0.00 0.01
18 1K 0.000 0.392 0.000 0.397 2.825 1.023 1.13 1.13 1.13 1.13 0.04 0.00 0.03
18 1L 0.000 0.392 0.000 0.397 2.825 1.023 1.13 1.13 1.13 1.13 0.04 0.00 0.03
18 2 0.000 -0.086 0.000 0.069 9.966 4.843 1.13 1.13 1.13 1.13 0.01 0.00 0.09
18 7 0.000 0.150 0.000 0.104 0.569 3.061 1.13 1.13 1.13 1.13 0.02 0.00 0.03
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
19 1A 0.000 -0.556 0.000 -0.352 0.744 4.769 1.13 1.13 1.13 1.13 0.06 0.00 0.05
19 1B 0.000 -0.556 0.000 -0.352 0.744 4.769 1.13 1.13 1.13 1.13 0.06 0.00 0.05
19 1C 0.000 0.704 0.000 0.414 0.757 2.147 1.13 1.13 1.13 1.13 0.08 0.00 0.02
19 1D 0.000 0.704 0.000 0.414 0.757 2.147 1.13 1.13 1.13 1.13 0.08 0.00 0.02
19 1I 0.000 -0.236 0.000 -0.316 1.036 2.487 1.13 1.13 1.13 1.13 0.03 0.00 0.02
19 1J 0.000 -0.236 0.000 -0.316 1.036 2.487 1.13 1.13 1.13 1.13 0.03 0.00 0.02
19 1K 0.000 0.384 0.000 0.379 1.042 2.899 1.13 1.13 1.13 1.13 0.04 0.00 0.03
19 1L 0.000 0.384 0.000 0.379 1.042 2.899 1.13 1.13 1.13 1.13 0.04 0.00 0.03
19 2 0.000 0.249 0.000 0.080 0.002 8.462 1.13 1.13 1.13 1.13 0.03 0.00 0.08
19 7 0.000 0.151 0.000 0.134 0.001 3.265 1.13 1.13 1.13 1.13 0.02 0.00 0.03
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
20 1A 0.000 -0.603 0.000 -0.365 2.084 2.102 1.13 1.13 1.13 1.13 0.06 0.00 0.02
20 1B 0.000 -0.603 0.000 -0.365 2.084 2.102 1.13 1.13 1.13 1.13 0.06 0.00 0.02
20 1C 0.000 0.617 0.000 0.399 3.081 0.117 1.13 1.13 1.13 1.13 0.07 0.00 0.03
20 1D 0.000 0.617 0.000 0.399 3.081 0.117 1.13 1.13 1.13 1.13 0.07 0.00 0.03
20 1I 0.000 -0.375 0.000 -0.358 0.020 1.299 1.13 1.13 1.13 1.13 0.04 0.00 0.01
20 1J 0.000 -0.375 0.000 -0.358 0.020 1.299 1.13 1.13 1.13 1.13 0.04 0.00 0.01
20 1K 0.000 0.388 0.000 0.392 1.767 1.919 1.13 1.13 1.13 1.13 0.04 0.00 0.02
20 1L 0.000 0.388 0.000 0.392 1.767 1.919 1.13 1.13 1.13 1.13 0.04 0.00 0.02
20 2 0.000 -0.093 0.000 0.078 9.932 4.846 1.13 1.13 1.13 1.13 0.01 0.00 0.09
20 7 0.000 0.146 0.000 0.100 0.583 3.059 1.13 1.13 1.13 1.13 0.02 0.00 0.03
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
21 1A 0.000 -0.345 0.000 -0.152 2.353 0.028 1.13 1.13 1.13 1.13 0.04 0.00 0.02
21 1B 0.000 -0.345 0.000 -0.152 2.353 0.028 1.13 1.13 1.13 1.13 0.04 0.00 0.02
21 1C 0.000 0.167 0.000 0.143 4.058 0.738 1.13 1.13 1.13 1.13 0.02 0.00 0.04
21 1D 0.000 0.167 0.000 0.143 4.058 0.738 1.13 1.13 1.13 1.13 0.02 0.00 0.04
21 1I 0.000 -0.278 0.000 -0.144 0.411 0.820 1.13 1.13 1.13 1.13 0.03 0.00 0.01
21 1J 0.000 -0.278 0.000 -0.144 0.411 0.820 1.13 1.13 1.13 1.13 0.03 0.00 0.01
21 1K 0.000 0.100 0.000 0.135 2.775 0.116 1.13 1.13 1.13 1.13 0.01 0.00 0.03
21 1L 0.000 0.100 0.000 0.135 2.775 0.116 1.13 1.13 1.13 1.13 0.01 0.00 0.03
21 2 0.000 -0.556 0.000 0.020 5.610 0.955 1.13 1.13 1.13 1.13 0.06 0.00 0.05
21 7 0.000 0.112 0.000 -0.085 0.939 2.806 1.13 1.13 1.13 1.13 0.01 0.00 0.03
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
22 1A 0.000 -0.256 0.000 -0.104 0.156 1.523 1.13 1.13 1.13 1.13 0.03 0.00 0.01
22 1B 0.000 -0.256 0.000 -0.104 0.156 1.523 1.13 1.13 1.13 1.13 0.03 0.00 0.01
22 1C 0.000 -0.019 0.000 0.081 1.219 1.489 1.13 1.13 1.13 1.13 0.01 0.00 0.01
22 1D 0.000 -0.019 0.000 0.081 1.219 1.489 1.13 1.13 1.13 1.13 0.01 0.00 0.01
22 1I 0.000 -0.269 0.000 -0.119 0.337 2.130 1.13 1.13 1.13 1.13 0.03 0.00 0.02
22 1J 0.000 -0.269 0.000 -0.119 0.337 2.130 1.13 1.13 1.13 1.13 0.03 0.00 0.02
22 1K 0.000 -0.006 0.000 0.096 0.820 1.207 1.13 1.13 1.13 1.13 0.01 0.00 0.01
22 1L 0.000 -0.006 0.000 0.096 0.820 1.207 1.13 1.13 1.13 1.13 0.01 0.00 0.01
22 2 0.000 -0.841 0.000 -0.056 3.021 0.960 1.13 1.13 1.13 1.13 0.09 0.00 0.03
22 7 0.000 0.107 0.000 -0.056 0.604 1.622 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
23 1A 0.000 -0.314 0.000 -0.081 0.835 0.658 1.13 1.13 1.13 1.13 0.03 0.00 0.01
23 1B 0.000 -0.314 0.000 -0.081 0.835 0.658 1.13 1.13 1.13 1.13 0.03 0.00 0.01
23 1C 0.000 -0.023 0.000 0.037 0.593 0.410 1.13 1.13 1.13 1.13 0.01 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 138
23 1D 0.000 -0.023 0.000 0.037 0.593 0.410 1.13 1.13 1.13 1.13 0.01 0.00 0.01
23 1I 0.000 -0.296 0.000 -0.113 0.290 1.001 1.13 1.13 1.13 1.13 0.03 0.00 0.01
23 1J 0.000 -0.296 0.000 -0.113 0.290 1.001 1.13 1.13 1.13 1.13 0.03 0.00 0.01
23 1K 0.000 -0.040 0.000 0.069 0.130 0.197 1.13 1.13 1.13 1.13 0.01 0.00 0.00
23 1L 0.000 -0.040 0.000 0.069 0.130 0.197 1.13 1.13 1.13 1.13 0.01 0.00 0.00
23 2 0.000 -1.000 0.000 -0.102 0.993 1.648 1.13 1.13 1.13 1.13 0.11 0.00 0.02
23 7 0.000 0.098 0.000 -0.029 0.154 1.350 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
24 1A 0.000 -0.403 0.000 -0.109 0.885 0.796 1.13 1.13 1.13 1.13 0.04 0.00 0.01
24 1B 0.000 -0.403 0.000 -0.109 0.885 0.796 1.13 1.13 1.13 1.13 0.04 0.00 0.01
24 1C 0.000 0.046 0.000 0.049 1.370 0.467 1.13 1.13 1.13 1.13 0.01 0.00 0.01
24 1D 0.000 0.046 0.000 0.049 1.370 0.467 1.13 1.13 1.13 1.13 0.01 0.00 0.01
24 1I 0.000 -0.349 0.000 -0.146 0.100 1.340 1.13 1.13 1.13 1.13 0.04 0.00 0.01
24 1J 0.000 -0.349 0.000 -0.146 0.100 1.340 1.13 1.13 1.13 1.13 0.04 0.00 0.01
24 1K 0.000 -0.008 0.000 0.086 0.670 0.444 1.13 1.13 1.13 1.13 0.01 0.00 0.01
24 1L 0.000 -0.008 0.000 0.086 0.670 0.444 1.13 1.13 1.13 1.13 0.01 0.00 0.01
24 2 0.000 -1.038 0.000 -0.134 0.952 1.558 1.13 1.13 1.13 1.13 0.11 0.00 0.01
24 7 0.000 0.117 0.000 -0.052 0.288 1.459 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
25 1A 0.000 -0.492 0.000 -0.154 0.893 0.791 1.13 1.13 1.13 1.13 0.05 0.00 0.01
25 1B 0.000 -0.492 0.000 -0.154 0.893 0.791 1.13 1.13 1.13 1.13 0.05 0.00 0.01
25 1C 0.000 0.164 0.000 0.086 2.247 0.516 1.13 1.13 1.13 1.13 0.02 0.00 0.02
25 1D 0.000 0.164 0.000 0.086 2.247 0.516 1.13 1.13 1.13 1.13 0.02 0.00 0.02
25 1I 0.000 -0.388 0.000 -0.184 0.278 1.435 1.13 1.13 1.13 1.13 0.04 0.00 0.01
25 1J 0.000 -0.388 0.000 -0.184 0.278 1.435 1.13 1.13 1.13 1.13 0.04 0.00 0.01
25 1K 0.000 0.060 0.000 0.116 1.316 0.227 1.13 1.13 1.13 1.13 0.01 0.00 0.01
25 1L 0.000 0.060 0.000 0.116 1.316 0.227 1.13 1.13 1.13 1.13 0.01 0.00 0.01
25 2 0.000 -0.934 0.000 -0.135 3.314 0.592 1.13 1.13 1.13 1.13 0.10 0.00 0.03
25 7 0.000 0.127 0.000 -0.087 0.837 1.989 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
26 1A 0.000 -0.602 0.000 -0.201 2.461 0.369 1.13 1.13 1.13 1.13 0.06 0.00 0.02
26 1B 0.000 -0.602 0.000 -0.201 2.461 0.369 1.13 1.13 1.13 1.13 0.06 0.00 0.02
26 1C 0.000 0.369 0.000 0.146 4.366 0.652 1.13 1.13 1.13 1.13 0.04 0.00 0.04
26 1D 0.000 0.369 0.000 0.146 4.366 0.652 1.13 1.13 1.13 1.13 0.04 0.00 0.04
26 1I 0.000 -0.410 0.000 -0.215 0.365 1.118 1.13 1.13 1.13 1.13 0.04 0.00 0.01
26 1J 0.000 -0.410 0.000 -0.215 0.365 1.118 1.13 1.13 1.13 1.13 0.04 0.00 0.01
26 1K 0.000 0.177 0.000 0.161 3.124 0.370 1.13 1.13 1.13 1.13 0.02 0.00 0.03
26 1L 0.000 0.177 0.000 0.161 3.124 0.370 1.13 1.13 1.13 1.13 0.02 0.00 0.03
26 2 0.000 -0.630 0.000 0.128 6.646 1.888 1.13 1.13 1.13 1.13 0.07 0.00 0.06
26 7 0.000 0.131 0.000 -0.131 1.392 3.575 1.13 1.13 1.13 1.13 0.01 0.00 0.03
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
27 1A 0.000 -0.849 0.000 -0.387 1.360 0.993 1.13 1.13 1.13 1.13 0.09 0.00 0.01
27 1B 0.000 -0.849 0.000 -0.387 1.360 0.993 1.13 1.13 1.13 1.13 0.09 0.00 0.01
27 1C 0.000 0.918 0.000 0.479 3.781 0.220 1.13 1.13 1.13 1.13 0.10 0.00 0.04
27 1D 0.000 0.918 0.000 0.479 3.781 0.220 1.13 1.13 1.13 1.13 0.10 0.00 0.04
27 1I 0.000 -0.480 0.000 -0.363 1.151 0.031 1.13 1.13 1.13 1.13 0.05 0.00 0.01
27 1J 0.000 -0.480 0.000 -0.363 1.151 0.031 1.13 1.13 1.13 1.13 0.05 0.00 0.01
27 1K 0.000 0.549 0.000 0.455 3.153 1.743 1.13 1.13 1.13 1.13 0.06 0.00 0.03
27 1L 0.000 0.549 0.000 0.455 3.153 1.743 1.13 1.13 1.13 1.13 0.06 0.00 0.03
27 2 0.000 0.095 0.000 0.182 11.835 7.258 1.13 1.13 1.13 1.13 0.02 0.00 0.11
27 7 0.000 0.159 0.000 0.122 1.305 4.436 1.13 1.13 1.13 1.13 0.02 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
28 1A 0.000 -0.761 0.000 -0.395 3.828 1.683 1.13 1.13 1.13 1.13 0.08 0.00 0.04
28 1B 0.000 -0.761 0.000 -0.395 3.828 1.683 1.13 1.13 1.13 1.13 0.08 0.00 0.04
28 1C 0.000 0.942 0.000 0.515 6.802 1.568 1.13 1.13 1.13 1.13 0.10 0.00 0.06
28 1D 0.000 0.942 0.000 0.515 6.802 1.568 1.13 1.13 1.13 1.13 0.10 0.00 0.06
28 1I 0.000 -0.345 0.000 -0.328 1.344 1.183 1.13 1.13 1.13 1.13 0.04 0.00 0.01
28 1J 0.000 -0.345 0.000 -0.328 1.344 1.183 1.13 1.13 1.13 1.13 0.04 0.00 0.01
28 1K 0.000 0.525 0.000 0.447 1.958 3.332 1.13 1.13 1.13 1.13 0.06 0.00 0.03
28 1L 0.000 0.525 0.000 0.447 1.958 3.332 1.13 1.13 1.13 1.13 0.06 0.00 0.03
28 2 0.000 0.401 0.000 0.235 0.506 11.242 1.13 1.13 1.13 1.13 0.04 0.00 0.11
28 7 0.000 0.166 0.000 0.162 0.996 4.896 1.13 1.13 1.13 1.13 0.02 0.00 0.05
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
29 1A 0.000 -0.342 0.000 -0.421 2.854 1.203 1.13 1.13 1.13 1.13 0.05 0.00 0.03
29 1B 0.000 -0.342 0.000 -0.421 2.854 1.203 1.13 1.13 1.13 1.13 0.05 0.00 0.03
29 1C 0.000 0.435 0.000 0.544 8.094 1.733 1.13 1.13 1.13 1.13 0.06 0.00 0.08
29 1D 0.000 0.435 0.000 0.544 8.094 1.733 1.13 1.13 1.13 1.13 0.06 0.00 0.08
29 1I 0.000 -0.272 0.000 -0.315 0.639 0.721 1.13 1.13 1.13 1.13 0.03 0.00 0.01
29 1J 0.000 -0.272 0.000 -0.315 0.639 0.721 1.13 1.13 1.13 1.13 0.03 0.00 0.01
29 1K 0.000 0.365 0.000 0.438 2.474 3.170 1.13 1.13 1.13 1.13 0.05 0.00 0.03
29 1L 0.000 0.365 0.000 0.438 2.474 3.170 1.13 1.13 1.13 1.13 0.05 0.00 0.03
29 2 0.000 0.205 0.000 0.288 7.339 11.477 1.13 1.13 1.13 1.13 0.03 0.00 0.11
29 7 0.000 0.087 0.000 0.087 0.854 6.630 1.13 1.13 1.13 1.13 0.01 0.00 0.06
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
30 1A 0.000 -0.311 0.000 -0.422 3.185 0.628 1.13 1.13 1.13 1.13 0.05 0.00 0.03
30 1B 0.000 -0.311 0.000 -0.422 3.185 0.628 1.13 1.13 1.13 1.13 0.05 0.00 0.03
30 1C 0.000 0.423 0.000 0.569 8.450 3.031 1.13 1.13 1.13 1.13 0.06 0.00 0.08
30 1D 0.000 0.423 0.000 0.569 8.450 3.031 1.13 1.13 1.13 1.13 0.06 0.00 0.08
30 1I 0.000 -0.365 0.000 -0.429 1.029 0.091 1.13 1.13 1.13 1.13 0.05 0.00 0.01
30 1J 0.000 -0.365 0.000 -0.429 1.029 0.091 1.13 1.13 1.13 1.13 0.05 0.00 0.01
30 1K 0.000 0.477 0.000 0.577 2.248 4.763 1.13 1.13 1.13 1.13 0.06 0.00 0.05
30 1L 0.000 0.477 0.000 0.577 2.248 4.763 1.13 1.13 1.13 1.13 0.06 0.00 0.05
30 2 0.000 0.481 0.000 0.601 9.049 3.114 1.13 1.13 1.13 1.13 0.06 0.00 0.09
30 7 0.000 -0.319 0.000 -0.373 3.153 6.244 1.13 1.13 1.13 1.13 0.04 0.00 0.06
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
31 1A 0.000 -0.799 0.000 -0.465 4.670 1.382 1.13 1.13 1.13 1.13 0.09 0.00 0.04
31 1B 0.000 -0.799 0.000 -0.465 4.670 1.382 1.13 1.13 1.13 1.13 0.09 0.00 0.04
31 1C 0.000 1.015 0.000 0.611 7.090 2.804 1.13 1.13 1.13 1.13 0.11 0.00 0.07
31 1D 0.000 1.015 0.000 0.611 7.090 2.804 1.13 1.13 1.13 1.13 0.11 0.00 0.07
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 139
31 1I 0.000 -0.440 0.000 -0.470 1.765 0.791 1.13 1.13 1.13 1.13 0.05 0.00 0.02
31 1J 0.000 -0.440 0.000 -0.470 1.765 0.791 1.13 1.13 1.13 1.13 0.05 0.00 0.02
31 1K 0.000 0.657 0.000 0.616 1.893 5.002 1.13 1.13 1.13 1.13 0.07 0.00 0.05
31 1L 0.000 0.657 0.000 0.616 1.893 5.002 1.13 1.13 1.13 1.13 0.07 0.00 0.05
31 2 0.000 0.932 0.000 0.679 2.815 6.403 1.13 1.13 1.13 1.13 0.10 0.00 0.06
31 7 0.000 -0.617 0.000 -0.494 2.440 2.767 1.13 1.13 1.13 1.13 0.07 0.00 0.03
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
32 1A 0.000 -0.933 0.000 -0.503 0.853 0.539 1.13 1.13 1.13 1.13 0.10 0.00 0.01
32 1B 0.000 -0.933 0.000 -0.503 0.853 0.539 1.13 1.13 1.13 1.13 0.10 0.00 0.01
32 1C 0.000 1.014 0.000 0.613 4.658 0.883 1.13 1.13 1.13 1.13 0.11 0.00 0.04
32 1D 0.000 1.014 0.000 0.613 4.658 0.883 1.13 1.13 1.13 1.13 0.11 0.00 0.04
32 1I 0.000 -0.632 0.000 -0.537 1.582 0.706 1.13 1.13 1.13 1.13 0.07 0.00 0.02
32 1J 0.000 -0.632 0.000 -0.537 1.582 0.706 1.13 1.13 1.13 1.13 0.07 0.00 0.02
32 1K 0.000 0.714 0.000 0.647 4.100 2.704 1.13 1.13 1.13 1.13 0.08 0.00 0.04
32 1L 0.000 0.714 0.000 0.647 4.100 2.704 1.13 1.13 1.13 1.13 0.08 0.00 0.04
32 2 0.000 0.461 0.000 0.516 14.831 1.451 1.13 1.13 1.13 1.13 0.06 0.00 0.14
32 7 0.000 -0.396 0.000 -0.375 5.195 4.470 1.13 1.13 1.13 1.13 0.04 0.00 0.05
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
33 1A 0.000 -0.651 0.000 -0.225 2.417 0.862 1.13 1.13 1.13 1.13 0.07 0.00 0.02
33 1B 0.000 -0.651 0.000 -0.225 2.417 0.862 1.13 1.13 1.13 1.13 0.07 0.00 0.02
33 1C 0.000 0.373 0.000 0.157 5.133 0.162 1.13 1.13 1.13 1.13 0.04 0.00 0.05
33 1D 0.000 0.373 0.000 0.157 5.133 0.162 1.13 1.13 1.13 1.13 0.04 0.00 0.05
33 1I 0.000 -0.508 0.000 -0.306 0.525 1.944 1.13 1.13 1.13 1.13 0.05 0.00 0.02
33 1J 0.000 -0.508 0.000 -0.306 0.525 1.944 1.13 1.13 1.13 1.13 0.05 0.00 0.02
33 1K 0.000 0.231 0.000 0.238 4.179 0.816 1.13 1.13 1.13 1.13 0.03 0.00 0.04
33 1L 0.000 0.231 0.000 0.238 4.179 0.816 1.13 1.13 1.13 1.13 0.03 0.00 0.04
33 2 0.000 -1.000 0.000 -0.377 6.937 4.719 1.13 1.13 1.13 1.13 0.11 0.00 0.07
33 7 0.000 0.489 0.000 0.323 1.556 6.264 1.13 1.13 1.13 1.13 0.05 0.00 0.06
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
34 1A 0.000 -0.540 0.000 -0.181 0.773 1.253 1.13 1.13 1.13 1.13 0.06 0.00 0.01
34 1B 0.000 -0.540 0.000 -0.181 0.773 1.253 1.13 1.13 1.13 1.13 0.06 0.00 0.01
34 1C 0.000 0.156 0.000 0.101 2.468 0.207 1.13 1.13 1.13 1.13 0.02 0.00 0.02
34 1D 0.000 0.156 0.000 0.101 2.468 0.207 1.13 1.13 1.13 1.13 0.02 0.00 0.02
34 1I 0.000 -0.473 0.000 -0.258 0.424 2.228 1.13 1.13 1.13 1.13 0.05 0.00 0.02
34 1J 0.000 -0.473 0.000 -0.258 0.424 2.228 1.13 1.13 1.13 1.13 0.05 0.00 0.02
34 1K 0.000 0.089 0.000 0.178 1.640 0.117 1.13 1.13 1.13 1.13 0.02 0.00 0.02
34 1L 0.000 0.089 0.000 0.178 1.640 0.117 1.13 1.13 1.13 1.13 0.02 0.00 0.02
34 2 0.000 -1.313 0.000 -0.377 3.146 5.086 1.13 1.13 1.13 1.13 0.14 0.00 0.05
34 7 0.000 0.559 0.000 0.273 0.506 4.599 1.13 1.13 1.13 1.13 0.06 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
35 1A 0.000 -0.446 0.000 -0.139 0.845 1.196 1.13 1.13 1.13 1.13 0.05 0.00 0.01
35 1B 0.000 -0.446 0.000 -0.139 0.845 1.196 1.13 1.13 1.13 1.13 0.05 0.00 0.01
35 1C 0.000 0.036 0.000 0.070 1.415 0.448 1.13 1.13 1.13 1.13 0.01 0.00 0.01
35 1D 0.000 0.036 0.000 0.070 1.415 0.448 1.13 1.13 1.13 1.13 0.01 0.00 0.01
35 1I 0.000 -0.418 0.000 -0.206 0.067 2.021 1.13 1.13 1.13 1.13 0.04 0.00 0.02
35 1J 0.000 -0.418 0.000 -0.206 0.067 2.021 1.13 1.13 1.13 1.13 0.04 0.00 0.02
35 1K 0.000 0.007 0.000 0.138 0.789 0.484 1.13 1.13 1.13 1.13 0.01 0.00 0.01
35 1L 0.000 0.007 0.000 0.138 0.789 0.484 1.13 1.13 1.13 1.13 0.01 0.00 0.01
35 2 0.000 -1.377 0.000 -0.300 0.792 5.399 1.13 1.13 1.13 1.13 0.15 0.00 0.05
35 7 0.000 0.544 0.000 0.198 0.106 4.128 1.13 1.13 1.13 1.13 0.06 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
36 1A 0.000 -0.348 0.000 -0.113 0.776 0.933 1.13 1.13 1.13 1.13 0.04 0.00 0.01
36 1B 0.000 -0.348 0.000 -0.113 0.776 0.933 1.13 1.13 1.13 1.13 0.04 0.00 0.01
36 1C 0.000 -0.031 0.000 0.066 0.479 0.467 1.13 1.13 1.13 1.13 0.01 0.00 0.00
36 1D 0.000 -0.031 0.000 0.066 0.479 0.467 1.13 1.13 1.13 1.13 0.01 0.00 0.00
36 1I 0.000 -0.349 0.000 -0.161 0.264 1.450 1.13 1.13 1.13 1.13 0.04 0.00 0.01
36 1J 0.000 -0.349 0.000 -0.161 0.264 1.450 1.13 1.13 1.13 1.13 0.04 0.00 0.01
36 1K 0.000 -0.030 0.000 0.115 0.086 0.095 1.13 1.13 1.13 1.13 0.01 0.00 0.00
36 1L 0.000 -0.030 0.000 0.115 0.086 0.095 1.13 1.13 1.13 1.13 0.01 0.00 0.00
36 2 0.000 -1.271 0.000 -0.201 1.165 5.292 1.13 1.13 1.13 1.13 0.14 0.00 0.05
36 7 0.000 0.478 0.000 0.126 0.225 3.963 1.13 1.13 1.13 1.13 0.05 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
37 1A 0.000 -0.301 0.000 -0.136 0.102 2.373 1.13 1.13 1.13 1.13 0.03 0.00 0.02
37 1B 0.000 -0.301 0.000 -0.136 0.102 2.373 1.13 1.13 1.13 1.13 0.03 0.00 0.02
37 1C 0.000 -0.011 0.000 0.103 1.392 2.158 1.13 1.13 1.13 1.13 0.01 0.00 0.02
37 1D 0.000 -0.011 0.000 0.103 1.392 2.158 1.13 1.13 1.13 1.13 0.01 0.00 0.02
37 1I 0.000 -0.331 0.000 -0.176 0.443 3.293 1.13 1.13 1.13 1.13 0.04 0.00 0.03
37 1J 0.000 -0.331 0.000 -0.176 0.443 3.293 1.13 1.13 1.13 1.13 0.04 0.00 0.03
37 1K 0.000 0.020 0.000 0.143 1.054 1.725 1.13 1.13 1.13 1.13 0.02 0.00 0.02
37 1L 0.000 0.020 0.000 0.143 1.054 1.725 1.13 1.13 1.13 1.13 0.02 0.00 0.02
37 2 0.000 -1.086 0.000 -0.163 3.220 4.826 1.13 1.13 1.13 1.13 0.12 0.00 0.05
37 7 0.000 0.443 0.000 0.136 0.574 4.091 1.13 1.13 1.13 1.13 0.05 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
38 1A 0.000 -0.371 0.000 -0.177 2.184 0.024 1.13 1.13 1.13 1.13 0.04 0.00 0.02
38 1B 0.000 -0.371 0.000 -0.177 2.184 0.024 1.13 1.13 1.13 1.13 0.04 0.00 0.02
38 1C 0.000 0.176 0.000 0.156 4.394 0.514 1.13 1.13 1.13 1.13 0.02 0.00 0.04
38 1D 0.000 0.176 0.000 0.156 4.394 0.514 1.13 1.13 1.13 1.13 0.02 0.00 0.04
38 1I 0.000 -0.339 0.000 -0.210 0.552 1.324 1.13 1.13 1.13 1.13 0.04 0.00 0.01
38 1J 0.000 -0.339 0.000 -0.210 0.552 1.324 1.13 1.13 1.13 1.13 0.04 0.00 0.01
38 1K 0.000 0.144 0.000 0.189 3.714 0.423 1.13 1.13 1.13 1.13 0.02 0.00 0.04
38 1L 0.000 0.144 0.000 0.189 3.714 0.423 1.13 1.13 1.13 1.13 0.02 0.00 0.04
38 2 0.000 -0.783 0.000 -0.159 6.331 4.444 1.13 1.13 1.13 1.13 0.08 0.00 0.06
38 7 0.000 0.380 0.000 0.171 1.490 5.341 1.13 1.13 1.13 1.13 0.04 0.00 0.05
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
39 1A 0.000 -0.605 0.000 -0.399 0.913 1.552 1.13 1.13 1.13 1.13 0.07 0.00 0.01
39 1B 0.000 -0.605 0.000 -0.399 0.913 1.552 1.13 1.13 1.13 1.13 0.07 0.00 0.01
39 1C 0.000 0.671 0.000 0.455 4.491 0.197 1.13 1.13 1.13 1.13 0.07 0.00 0.04
39 1D 0.000 0.671 0.000 0.455 4.491 0.197 1.13 1.13 1.13 1.13 0.07 0.00 0.04
39 1I 0.000 -0.476 0.000 -0.507 1.431 0.179 1.13 1.13 1.13 1.13 0.05 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 140
39 1J 0.000 -0.476 0.000 -0.507 1.431 0.179 1.13 1.13 1.13 1.13 0.05 0.00 0.01
39 1K 0.000 0.542 0.000 0.563 3.674 1.710 1.13 1.13 1.13 1.13 0.06 0.00 0.04
39 1L 0.000 0.542 0.000 0.563 3.674 1.710 1.13 1.13 1.13 1.13 0.06 0.00 0.04
39 2 0.000 0.168 0.000 0.272 13.400 0.751 1.13 1.13 1.13 1.13 0.03 0.00 0.13
39 7 0.000 -0.176 0.000 -0.230 4.889 3.463 1.13 1.13 1.13 1.13 0.02 0.00 0.05
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
40 1A 0.000 -0.550 0.000 -0.387 0.012 5.970 1.13 1.13 1.13 1.13 0.06 0.00 0.06
40 1B 0.000 -0.550 0.000 -0.387 0.012 5.970 1.13 1.13 1.13 1.13 0.06 0.00 0.06
40 1C 0.000 0.773 0.000 0.467 0.012 3.582 1.13 1.13 1.13 1.13 0.08 0.00 0.03
40 1D 0.000 0.773 0.000 0.467 0.012 3.582 1.13 1.13 1.13 1.13 0.08 0.00 0.03
40 1I 0.000 -0.282 0.000 -0.452 0.012 4.874 1.13 1.13 1.13 1.13 0.05 0.00 0.05
40 1J 0.000 -0.282 0.000 -0.452 0.012 4.874 1.13 1.13 1.13 1.13 0.05 0.00 0.05
40 1K 0.000 0.505 0.000 0.532 0.012 6.220 1.13 1.13 1.13 1.13 0.06 0.00 0.06
40 1L 0.000 0.505 0.000 0.532 0.012 6.220 1.13 1.13 1.13 1.13 0.06 0.00 0.06
40 2 0.000 0.662 0.000 0.384 0.032 5.635 1.13 1.13 1.13 1.13 0.07 0.00 0.05
40 7 0.000 -0.386 0.000 -0.316 0.001 1.651 1.13 1.13 1.13 1.13 0.04 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
41 1A 0.000 -0.605 0.000 -0.401 0.914 1.551 1.13 1.13 1.13 1.13 0.07 0.00 0.01
41 1B 0.000 -0.605 0.000 -0.401 0.914 1.551 1.13 1.13 1.13 1.13 0.07 0.00 0.01
41 1C 0.000 0.670 0.000 0.454 4.488 0.199 1.13 1.13 1.13 1.13 0.07 0.00 0.04
41 1D 0.000 0.670 0.000 0.454 4.488 0.199 1.13 1.13 1.13 1.13 0.07 0.00 0.04
41 1I 0.000 -0.477 0.000 -0.509 1.429 0.178 1.13 1.13 1.13 1.13 0.05 0.00 0.01
41 1J 0.000 -0.477 0.000 -0.509 1.429 0.178 1.13 1.13 1.13 1.13 0.05 0.00 0.01
41 1K 0.000 0.542 0.000 0.562 3.672 1.708 1.13 1.13 1.13 1.13 0.06 0.00 0.04
41 1L 0.000 0.542 0.000 0.562 3.672 1.708 1.13 1.13 1.13 1.13 0.06 0.00 0.04
41 2 0.000 0.167 0.000 0.270 13.399 0.751 1.13 1.13 1.13 1.13 0.03 0.00 0.13
41 7 0.000 -0.177 0.000 -0.232 4.892 3.460 1.13 1.13 1.13 1.13 0.02 0.00 0.05
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
42 1A 0.000 -0.368 0.000 -0.176 2.181 0.032 1.13 1.13 1.13 1.13 0.04 0.00 0.02
42 1B 0.000 -0.368 0.000 -0.176 2.181 0.032 1.13 1.13 1.13 1.13 0.04 0.00 0.02
42 1C 0.000 0.178 0.000 0.157 4.400 0.523 1.13 1.13 1.13 1.13 0.02 0.00 0.04
42 1D 0.000 0.178 0.000 0.157 4.400 0.523 1.13 1.13 1.13 1.13 0.02 0.00 0.04
42 1I 0.000 -0.337 0.000 -0.208 0.548 1.331 1.13 1.13 1.13 1.13 0.04 0.00 0.01
42 1J 0.000 -0.337 0.000 -0.208 0.548 1.331 1.13 1.13 1.13 1.13 0.04 0.00 0.01
42 1K 0.000 0.147 0.000 0.190 3.719 0.415 1.13 1.13 1.13 1.13 0.02 0.00 0.04
42 1L 0.000 0.147 0.000 0.190 3.719 0.415 1.13 1.13 1.13 1.13 0.02 0.00 0.04
42 2 0.000 -0.779 0.000 -0.157 6.338 4.455 1.13 1.13 1.13 1.13 0.08 0.00 0.06
42 7 0.000 0.381 0.000 0.171 1.488 5.336 1.13 1.13 1.13 1.13 0.04 0.00 0.05
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
43 1A 0.000 -0.298 0.000 -0.135 0.082 2.380 1.13 1.13 1.13 1.13 0.03 0.00 0.02
43 1B 0.000 -0.298 0.000 -0.135 0.082 2.380 1.13 1.13 1.13 1.13 0.03 0.00 0.02
43 1C 0.000 -0.009 0.000 0.104 1.402 2.163 1.13 1.13 1.13 1.13 0.01 0.00 0.02
43 1D 0.000 -0.009 0.000 0.104 1.402 2.163 1.13 1.13 1.13 1.13 0.01 0.00 0.02
43 1I 0.000 -0.329 0.000 -0.175 0.460 3.301 1.13 1.13 1.13 1.13 0.04 0.00 0.03
43 1J 0.000 -0.329 0.000 -0.175 0.460 3.301 1.13 1.13 1.13 1.13 0.04 0.00 0.03
43 1K 0.000 0.021 0.000 0.144 1.068 1.733 1.13 1.13 1.13 1.13 0.02 0.00 0.02
43 1L 0.000 0.021 0.000 0.144 1.068 1.733 1.13 1.13 1.13 1.13 0.02 0.00 0.02
43 2 0.000 -1.082 0.000 -0.161 3.250 4.842 1.13 1.13 1.13 1.13 0.12 0.00 0.05
43 7 0.000 0.445 0.000 0.137 0.563 4.085 1.13 1.13 1.13 1.13 0.05 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
44 1A 0.000 -0.352 0.000 -0.115 0.816 0.942 1.13 1.13 1.13 1.13 0.04 0.00 0.01
44 1B 0.000 -0.352 0.000 -0.115 0.816 0.942 1.13 1.13 1.13 1.13 0.04 0.00 0.01
44 1C 0.000 -0.033 0.000 0.064 0.465 0.472 1.13 1.13 1.13 1.13 0.01 0.00 0.00
44 1D 0.000 -0.033 0.000 0.064 0.465 0.472 1.13 1.13 1.13 1.13 0.01 0.00 0.00
44 1I 0.000 -0.352 0.000 -0.163 0.295 1.458 1.13 1.13 1.13 1.13 0.04 0.00 0.01
44 1J 0.000 -0.352 0.000 -0.163 0.295 1.458 1.13 1.13 1.13 1.13 0.04 0.00 0.01
44 1K 0.000 -0.033 0.000 0.113 0.063 0.101 1.13 1.13 1.13 1.13 0.01 0.00 0.00
44 1L 0.000 -0.033 0.000 0.113 0.063 0.101 1.13 1.13 1.13 1.13 0.01 0.00 0.00
44 2 0.000 -1.276 0.000 -0.205 1.214 5.306 1.13 1.13 1.13 1.13 0.14 0.00 0.05
44 7 0.000 0.476 0.000 0.125 0.206 3.959 1.13 1.13 1.13 1.13 0.05 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
45 1A 0.000 -0.452 0.000 -0.140 0.888 1.200 1.13 1.13 1.13 1.13 0.05 0.00 0.01
45 1B 0.000 -0.452 0.000 -0.140 0.888 1.200 1.13 1.13 1.13 1.13 0.05 0.00 0.01
45 1C 0.000 0.032 0.000 0.068 1.391 0.450 1.13 1.13 1.13 1.13 0.01 0.00 0.01
45 1D 0.000 0.032 0.000 0.068 1.391 0.450 1.13 1.13 1.13 1.13 0.01 0.00 0.01
45 1I 0.000 -0.423 0.000 -0.208 0.105 2.025 1.13 1.13 1.13 1.13 0.05 0.00 0.02
45 1J 0.000 -0.423 0.000 -0.208 0.105 2.025 1.13 1.13 1.13 1.13 0.05 0.00 0.02
45 1K 0.000 0.003 0.000 0.136 0.758 0.485 1.13 1.13 1.13 1.13 0.01 0.00 0.01
45 1L 0.000 0.003 0.000 0.136 0.758 0.485 1.13 1.13 1.13 1.13 0.01 0.00 0.01
45 2 0.000 -1.386 0.000 -0.303 0.731 5.405 1.13 1.13 1.13 1.13 0.15 0.00 0.05
45 7 0.000 0.540 0.000 0.197 0.131 4.128 1.13 1.13 1.13 1.13 0.06 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
46 1A 0.000 -0.548 0.000 -0.183 0.811 1.254 1.13 1.13 1.13 1.13 0.06 0.00 0.01
46 1B 0.000 -0.548 0.000 -0.183 0.811 1.254 1.13 1.13 1.13 1.13 0.06 0.00 0.01
46 1C 0.000 0.151 0.000 0.100 2.458 0.209 1.13 1.13 1.13 1.13 0.02 0.00 0.02
46 1D 0.000 0.151 0.000 0.100 2.458 0.209 1.13 1.13 1.13 1.13 0.02 0.00 0.02
46 1I 0.000 -0.481 0.000 -0.260 0.395 2.232 1.13 1.13 1.13 1.13 0.05 0.00 0.02
46 1J 0.000 -0.481 0.000 -0.260 0.395 2.232 1.13 1.13 1.13 1.13 0.05 0.00 0.02
46 1K 0.000 0.083 0.000 0.177 1.622 0.114 1.13 1.13 1.13 1.13 0.02 0.00 0.02
46 1L 0.000 0.083 0.000 0.177 1.622 0.114 1.13 1.13 1.13 1.13 0.02 0.00 0.02
46 2 0.000 -1.324 0.000 -0.378 3.106 5.087 1.13 1.13 1.13 1.13 0.14 0.00 0.05
46 7 0.000 0.554 0.000 0.272 0.524 4.598 1.13 1.13 1.13 1.13 0.06 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
47 1A 0.000 -0.661 0.000 -0.226 2.441 0.856 1.13 1.13 1.13 1.13 0.07 0.00 0.02
47 1B 0.000 -0.661 0.000 -0.226 2.441 0.856 1.13 1.13 1.13 1.13 0.07 0.00 0.02
47 1C 0.000 0.371 0.000 0.157 5.158 0.175 1.13 1.13 1.13 1.13 0.04 0.00 0.05
47 1D 0.000 0.371 0.000 0.157 5.158 0.175 1.13 1.13 1.13 1.13 0.04 0.00 0.05
47 1I 0.000 -0.516 0.000 -0.306 0.526 1.951 1.13 1.13 1.13 1.13 0.06 0.00 0.02
47 1J 0.000 -0.516 0.000 -0.306 0.526 1.951 1.13 1.13 1.13 1.13 0.06 0.00 0.02
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 141
47 1K 0.000 0.226 0.000 0.238 4.190 0.819 1.13 1.13 1.13 1.13 0.03 0.00 0.04
47 1L 0.000 0.226 0.000 0.238 4.190 0.819 1.13 1.13 1.13 1.13 0.03 0.00 0.04
47 2 0.000 -1.011 0.000 -0.378 6.948 4.720 1.13 1.13 1.13 1.13 0.11 0.00 0.07
47 7 0.000 0.484 0.000 0.323 1.551 6.264 1.13 1.13 1.13 1.13 0.05 0.00 0.06
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
48 1A 0.000 -0.943 0.000 -0.507 0.885 0.556 1.13 1.13 1.13 1.13 0.10 0.00 0.01
48 1B 0.000 -0.943 0.000 -0.507 0.885 0.556 1.13 1.13 1.13 1.13 0.10 0.00 0.01
48 1C 0.000 1.016 0.000 0.617 4.732 0.857 1.13 1.13 1.13 1.13 0.11 0.00 0.05
48 1D 0.000 1.016 0.000 0.617 4.732 0.857 1.13 1.13 1.13 1.13 0.11 0.00 0.05
48 1I 0.000 -0.638 0.000 -0.538 1.598 0.705 1.13 1.13 1.13 1.13 0.07 0.00 0.02
48 1J 0.000 -0.638 0.000 -0.538 1.598 0.705 1.13 1.13 1.13 1.13 0.07 0.00 0.02
48 1K 0.000 0.711 0.000 0.648 4.145 2.699 1.13 1.13 1.13 1.13 0.08 0.00 0.04
48 1L 0.000 0.711 0.000 0.648 4.145 2.699 1.13 1.13 1.13 1.13 0.08 0.00 0.04
48 2 0.000 0.454 0.000 0.516 14.897 1.449 1.13 1.13 1.13 1.13 0.06 0.00 0.14
48 7 0.000 -0.399 0.000 -0.375 5.173 4.467 1.13 1.13 1.13 1.13 0.04 0.00 0.05
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
49 1A 0.000 -0.813 0.000 -0.470 4.728 1.382 1.13 1.13 1.13 1.13 0.09 0.00 0.05
49 1B 0.000 -0.813 0.000 -0.470 4.728 1.382 1.13 1.13 1.13 1.13 0.09 0.00 0.05
49 1C 0.000 1.024 0.000 0.614 7.123 2.762 1.13 1.13 1.13 1.13 0.11 0.00 0.07
49 1D 0.000 1.024 0.000 0.614 7.123 2.762 1.13 1.13 1.13 1.13 0.11 0.00 0.07
49 1I 0.000 -0.446 0.000 -0.472 1.801 0.783 1.13 1.13 1.13 1.13 0.05 0.00 0.02
49 1J 0.000 -0.446 0.000 -0.472 1.801 0.783 1.13 1.13 1.13 1.13 0.05 0.00 0.02
49 1K 0.000 0.658 0.000 0.616 1.884 4.982 1.13 1.13 1.13 1.13 0.07 0.00 0.05
49 1L 0.000 0.658 0.000 0.616 1.884 4.982 1.13 1.13 1.13 1.13 0.07 0.00 0.05
49 2 0.000 0.928 0.000 0.677 2.786 6.384 1.13 1.13 1.13 1.13 0.10 0.00 0.06
49 7 0.000 -0.618 0.000 -0.495 2.472 2.760 1.13 1.13 1.13 1.13 0.07 0.00 0.03
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
50 1A 0.000 -0.315 0.000 -0.428 3.313 0.607 1.13 1.13 1.13 1.13 0.05 0.00 0.03
50 1B 0.000 -0.315 0.000 -0.428 3.313 0.607 1.13 1.13 1.13 1.13 0.05 0.00 0.03
50 1C 0.000 0.425 0.000 0.572 8.544 2.977 1.13 1.13 1.13 1.13 0.06 0.00 0.08
50 1D 0.000 0.425 0.000 0.572 8.544 2.977 1.13 1.13 1.13 1.13 0.06 0.00 0.08
50 1I 0.000 -0.367 0.000 -0.432 0.971 0.065 1.13 1.13 1.13 1.13 0.05 0.00 0.01
50 1J 0.000 -0.367 0.000 -0.432 0.971 0.065 1.13 1.13 1.13 1.13 0.05 0.00 0.01
50 1K 0.000 0.476 0.000 0.577 2.257 4.726 1.13 1.13 1.13 1.13 0.06 0.00 0.05
50 1L 0.000 0.476 0.000 0.577 2.257 4.726 1.13 1.13 1.13 1.13 0.06 0.00 0.05
50 2 0.000 0.479 0.000 0.599 8.992 3.063 1.13 1.13 1.13 1.13 0.06 0.00 0.09
50 7 0.000 -0.320 0.000 -0.374 3.170 6.230 1.13 1.13 1.13 1.13 0.04 0.00 0.06
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
51 1A 0.000 -0.282 0.000 -0.645 3.440 0.664 1.13 1.13 1.13 1.13 0.07 0.00 0.03
51 1B 0.000 -0.282 0.000 -0.645 3.440 0.664 1.13 1.13 1.13 1.13 0.07 0.00 0.03
51 1C 0.000 0.354 0.000 0.553 5.153 2.991 1.13 1.13 1.13 1.13 0.06 0.00 0.05
51 1D 0.000 0.354 0.000 0.553 5.153 2.991 1.13 1.13 1.13 1.13 0.06 0.00 0.05
51 1I 0.000 -0.218 0.000 -0.596 0.131 1.197 1.13 1.13 1.13 1.13 0.06 0.00 0.01
51 1J 0.000 -0.218 0.000 -0.596 0.131 1.197 1.13 1.13 1.13 1.13 0.06 0.00 0.01
51 1K 0.000 0.291 0.000 0.503 1.006 2.041 1.13 1.13 1.13 1.13 0.05 0.00 0.02
51 1L 0.000 0.291 0.000 0.503 1.006 2.041 1.13 1.13 1.13 1.13 0.05 0.00 0.02
51 2 0.000 0.226 0.000 0.321 2.438 10.605 1.13 1.13 1.13 1.13 0.03 0.00 0.10
51 7 0.000 -0.059 0.000 -0.535 0.734 0.468 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
52 1A 0.000 -0.182 0.000 -0.453 2.634 0.595 1.13 1.13 1.13 1.13 0.05 0.00 0.03
52 1B 0.000 -0.182 0.000 -0.453 2.634 0.595 1.13 1.13 1.13 1.13 0.05 0.00 0.03
52 1C 0.000 0.124 0.000 0.067 1.076 2.355 1.13 1.13 1.13 1.13 0.01 0.00 0.02
52 1D 0.000 0.124 0.000 0.067 1.076 2.355 1.13 1.13 1.13 1.13 0.01 0.00 0.02
52 1I 0.000 -0.125 0.000 -0.472 0.729 0.651 1.13 1.13 1.13 1.13 0.05 0.00 0.01
52 1J 0.000 -0.125 0.000 -0.472 0.729 0.651 1.13 1.13 1.13 1.13 0.05 0.00 0.01
52 1K 0.000 0.067 0.000 0.087 0.239 2.308 1.13 1.13 1.13 1.13 0.01 0.00 0.02
52 1L 0.000 0.067 0.000 0.087 0.239 2.308 1.13 1.13 1.13 1.13 0.01 0.00 0.02
52 2 0.000 -0.166 0.000 -0.980 1.373 6.121 1.13 1.13 1.13 1.13 0.11 0.00 0.06
52 7 0.000 -0.037 0.000 -0.135 1.464 2.579 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
53 1A 0.000 -0.119 0.000 -0.445 1.044 0.190 1.13 1.13 1.13 1.13 0.05 0.00 0.01
53 1B 0.000 -0.119 0.000 -0.445 1.044 0.190 1.13 1.13 1.13 1.13 0.05 0.00 0.01
53 1C 0.000 0.068 0.000 -0.072 0.074 0.702 1.13 1.13 1.13 1.13 0.01 0.00 0.01
53 1D 0.000 0.068 0.000 -0.072 0.074 0.702 1.13 1.13 1.13 1.13 0.01 0.00 0.01
53 1I 0.000 -0.069 0.000 -0.430 0.445 0.299 1.13 1.13 1.13 1.13 0.05 0.00 0.00
53 1J 0.000 -0.069 0.000 -0.430 0.445 0.299 1.13 1.13 1.13 1.13 0.05 0.00 0.00
53 1K 0.000 0.019 0.000 -0.087 0.179 1.130 1.13 1.13 1.13 1.13 0.01 0.00 0.01
53 1L 0.000 0.019 0.000 -0.087 0.179 1.130 1.13 1.13 1.13 1.13 0.01 0.00 0.01
53 2 0.000 -0.163 0.000 -1.482 0.653 3.156 1.13 1.13 1.13 1.13 0.16 0.00 0.03
53 7 0.000 0.027 0.000 0.174 0.315 1.851 1.13 1.13 1.13 1.13 0.02 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
54 1A 0.000 -0.075 0.000 -0.428 1.650 0.137 1.13 1.13 1.13 1.13 0.05 0.00 0.02
54 1B 0.000 -0.075 0.000 -0.428 1.650 0.137 1.13 1.13 1.13 1.13 0.05 0.00 0.02
54 1C 0.000 0.047 0.000 -0.132 0.975 0.181 1.13 1.13 1.13 1.13 0.01 0.00 0.01
54 1D 0.000 0.047 0.000 -0.132 0.975 0.181 1.13 1.13 1.13 1.13 0.01 0.00 0.01
54 1I 0.000 -0.039 0.000 -0.374 0.654 0.122 1.13 1.13 1.13 1.13 0.04 0.00 0.01
54 1J 0.000 -0.039 0.000 -0.374 0.654 0.122 1.13 1.13 1.13 1.13 0.04 0.00 0.01
54 1K 0.000 0.012 0.000 -0.186 0.437 0.191 1.13 1.13 1.13 1.13 0.02 0.00 0.00
54 1L 0.000 0.012 0.000 -0.186 0.437 0.191 1.13 1.13 1.13 1.13 0.02 0.00 0.00
54 2 0.000 -0.098 0.000 -1.694 0.764 1.581 1.13 1.13 1.13 1.13 0.18 0.00 0.02
54 7 0.000 0.023 0.000 0.365 0.190 1.516 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
55 1A 0.000 -0.078 0.000 -0.450 0.584 0.091 1.13 1.13 1.13 1.13 0.05 0.00 0.01
55 1B 0.000 -0.078 0.000 -0.450 0.584 0.091 1.13 1.13 1.13 1.13 0.05 0.00 0.01
55 1C 0.000 0.039 0.000 -0.132 0.076 0.246 1.13 1.13 1.13 1.13 0.01 0.00 0.00
55 1D 0.000 0.039 0.000 -0.132 0.076 0.246 1.13 1.13 1.13 1.13 0.01 0.00 0.00
55 1I 0.000 -0.045 0.000 -0.447 0.301 0.599 1.13 1.13 1.13 1.13 0.05 0.00 0.01
55 1J 0.000 -0.045 0.000 -0.447 0.301 0.599 1.13 1.13 1.13 1.13 0.05 0.00 0.01
55 1K 0.000 0.006 0.000 -0.136 0.086 0.709 1.13 1.13 1.13 1.13 0.01 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 142
55 1L 0.000 0.006 0.000 -0.136 0.086 0.709 1.13 1.13 1.13 1.13 0.01 0.00 0.01
55 2 0.000 -0.107 0.000 -1.821 0.743 0.414 1.13 1.13 1.13 1.13 0.20 0.00 0.01
55 7 0.000 0.026 0.000 0.538 0.160 1.346 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
56 1A 0.000 -0.121 0.000 -0.479 0.969 0.086 1.13 1.13 1.13 1.13 0.05 0.00 0.01
56 1B 0.000 -0.121 0.000 -0.479 0.969 0.086 1.13 1.13 1.13 1.13 0.05 0.00 0.01
56 1C 0.000 0.057 0.000 -0.081 0.052 0.851 1.13 1.13 1.13 1.13 0.01 0.00 0.01
56 1D 0.000 0.057 0.000 -0.081 0.052 0.851 1.13 1.13 1.13 1.13 0.01 0.00 0.01
56 1I 0.000 -0.080 0.000 -0.528 0.439 0.659 1.13 1.13 1.13 1.13 0.06 0.00 0.01
56 1J 0.000 -0.080 0.000 -0.528 0.439 0.659 1.13 1.13 1.13 1.13 0.06 0.00 0.01
56 1K 0.000 0.016 0.000 -0.032 0.215 1.367 1.13 1.13 1.13 1.13 0.01 0.00 0.01
56 1L 0.000 0.016 0.000 -0.032 0.215 1.367 1.13 1.13 1.13 1.13 0.01 0.00 0.01
56 2 0.000 -0.194 0.000 -1.863 0.305 1.070 1.13 1.13 1.13 1.13 0.20 0.00 0.01
56 7 0.000 0.061 0.000 0.716 0.202 1.215 1.13 1.13 1.13 1.13 0.08 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
57 1A 0.000 -0.183 0.000 -0.528 2.324 1.130 1.13 1.13 1.13 1.13 0.06 0.00 0.02
57 1B 0.000 -0.183 0.000 -0.528 2.324 1.130 1.13 1.13 1.13 1.13 0.06 0.00 0.02
57 1C 0.000 0.111 0.000 0.092 0.887 2.907 1.13 1.13 1.13 1.13 0.01 0.00 0.03
57 1D 0.000 0.111 0.000 0.092 0.887 2.907 1.13 1.13 1.13 1.13 0.01 0.00 0.03
57 1I 0.000 -0.156 0.000 -0.628 0.525 1.422 1.13 1.13 1.13 1.13 0.07 0.00 0.01
57 1J 0.000 -0.156 0.000 -0.628 0.525 1.422 1.13 1.13 1.13 1.13 0.07 0.00 0.01
57 1K 0.000 0.084 0.000 0.192 0.564 3.081 1.13 1.13 1.13 1.13 0.02 0.00 0.03
57 1L 0.000 0.084 0.000 0.192 0.564 3.081 1.13 1.13 1.13 1.13 0.02 0.00 0.03
57 2 0.000 -0.249 0.000 -1.658 1.016 3.835 1.13 1.13 1.13 1.13 0.18 0.00 0.04
57 7 0.000 0.114 0.000 0.892 2.137 0.962 1.13 1.13 1.13 1.13 0.10 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
58 1A 0.000 -0.334 0.000 -0.781 3.128 1.004 1.13 1.13 1.13 1.13 0.08 0.00 0.03
58 1B 0.000 -0.334 0.000 -0.781 3.128 1.004 1.13 1.13 1.13 1.13 0.08 0.00 0.03
58 1C 0.000 0.423 0.000 0.658 4.946 3.032 1.13 1.13 1.13 1.13 0.07 0.00 0.05
58 1D 0.000 0.423 0.000 0.658 4.946 3.032 1.13 1.13 1.13 1.13 0.07 0.00 0.05
58 1I 0.000 -0.321 0.000 -0.869 0.376 1.384 1.13 1.13 1.13 1.13 0.09 0.00 0.01
58 1J 0.000 -0.321 0.000 -0.869 0.376 1.384 1.13 1.13 1.13 1.13 0.09 0.00 0.01
58 1K 0.000 0.410 0.000 0.747 0.516 2.126 1.13 1.13 1.13 1.13 0.08 0.00 0.02
58 1L 0.000 0.410 0.000 0.747 0.516 2.126 1.13 1.13 1.13 1.13 0.08 0.00 0.02
58 2 0.000 0.273 0.000 -1.003 5.178 14.751 1.13 1.13 1.13 1.13 0.11 0.00 0.14
58 7 0.000 0.143 0.000 1.077 3.211 6.238 1.13 1.13 1.13 1.13 0.12 0.00 0.06
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
59 1A 0.000 -0.279 0.000 -0.641 3.429 0.643 1.13 1.13 1.13 1.13 0.07 0.00 0.03
59 1B 0.000 -0.279 0.000 -0.641 3.429 0.643 1.13 1.13 1.13 1.13 0.07 0.00 0.03
59 1C 0.000 0.356 0.000 0.557 5.166 2.968 1.13 1.13 1.13 1.13 0.06 0.00 0.05
59 1D 0.000 0.356 0.000 0.557 5.166 2.968 1.13 1.13 1.13 1.13 0.06 0.00 0.05
59 1I 0.000 -0.216 0.000 -0.592 0.119 1.176 1.13 1.13 1.13 1.13 0.06 0.00 0.01
59 1J 0.000 -0.216 0.000 -0.592 0.119 1.176 1.13 1.13 1.13 1.13 0.06 0.00 0.01
59 1K 0.000 0.293 0.000 0.507 1.018 2.019 1.13 1.13 1.13 1.13 0.05 0.00 0.02
59 1L 0.000 0.293 0.000 0.507 1.018 2.019 1.13 1.13 1.13 1.13 0.05 0.00 0.02
59 2 0.000 0.231 0.000 0.334 2.458 10.567 1.13 1.13 1.13 1.13 0.04 0.00 0.10
59 7 0.000 -0.060 0.000 -0.532 0.742 0.484 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
60 1A 0.000 -0.184 0.000 -0.448 2.636 0.589 1.13 1.13 1.13 1.13 0.05 0.00 0.03
60 1B 0.000 -0.184 0.000 -0.448 2.636 0.589 1.13 1.13 1.13 1.13 0.05 0.00 0.03
60 1C 0.000 0.122 0.000 0.072 1.075 2.360 1.13 1.13 1.13 1.13 0.01 0.00 0.02
60 1D 0.000 0.122 0.000 0.072 1.075 2.360 1.13 1.13 1.13 1.13 0.01 0.00 0.02
60 1I 0.000 -0.127 0.000 -0.467 0.732 0.644 1.13 1.13 1.13 1.13 0.05 0.00 0.01
60 1J 0.000 -0.127 0.000 -0.467 0.732 0.644 1.13 1.13 1.13 1.13 0.05 0.00 0.01
60 1K 0.000 0.065 0.000 0.091 0.239 2.312 1.13 1.13 1.13 1.13 0.01 0.00 0.02
60 1L 0.000 0.065 0.000 0.091 0.239 2.312 1.13 1.13 1.13 1.13 0.01 0.00 0.02
60 2 0.000 -0.170 0.000 -0.971 1.374 6.131 1.13 1.13 1.13 1.13 0.10 0.00 0.06
60 7 0.000 -0.035 0.000 -0.128 1.463 2.574 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
61 1A 0.000 -0.122 0.000 -0.443 1.049 0.236 1.13 1.13 1.13 1.13 0.05 0.00 0.01
61 1B 0.000 -0.122 0.000 -0.443 1.049 0.236 1.13 1.13 1.13 1.13 0.05 0.00 0.01
61 1C 0.000 0.065 0.000 -0.070 0.078 0.747 1.13 1.13 1.13 1.13 0.01 0.00 0.01
61 1D 0.000 0.065 0.000 -0.070 0.078 0.747 1.13 1.13 1.13 1.13 0.01 0.00 0.01
61 1I 0.000 -0.072 0.000 -0.428 0.450 0.252 1.13 1.13 1.13 1.13 0.05 0.00 0.00
61 1J 0.000 -0.072 0.000 -0.428 0.450 0.252 1.13 1.13 1.13 1.13 0.05 0.00 0.00
61 1K 0.000 0.016 0.000 -0.085 0.183 1.175 1.13 1.13 1.13 1.13 0.01 0.00 0.01
61 1L 0.000 0.016 0.000 -0.085 0.183 1.175 1.13 1.13 1.13 1.13 0.01 0.00 0.01
61 2 0.000 -0.168 0.000 -1.478 0.660 3.235 1.13 1.13 1.13 1.13 0.16 0.00 0.03
61 7 0.000 0.024 0.000 0.176 0.311 1.815 1.13 1.13 1.13 1.13 0.02 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
62 1A 0.000 -0.078 0.000 -0.434 1.664 0.246 1.13 1.13 1.13 1.13 0.05 0.00 0.02
62 1B 0.000 -0.078 0.000 -0.434 1.664 0.246 1.13 1.13 1.13 1.13 0.05 0.00 0.02
62 1C 0.000 0.045 0.000 -0.137 0.988 0.281 1.13 1.13 1.13 1.13 0.01 0.00 0.01
62 1D 0.000 0.045 0.000 -0.137 0.988 0.281 1.13 1.13 1.13 1.13 0.01 0.00 0.01
62 1I 0.000 -0.042 0.000 -0.380 0.664 0.229 1.13 1.13 1.13 1.13 0.04 0.00 0.01
62 1J 0.000 -0.042 0.000 -0.380 0.664 0.229 1.13 1.13 1.13 1.13 0.04 0.00 0.01
62 1K 0.000 0.009 0.000 -0.192 0.447 0.295 1.13 1.13 1.13 1.13 0.02 0.00 0.00
62 1L 0.000 0.009 0.000 -0.192 0.447 0.295 1.13 1.13 1.13 1.13 0.02 0.00 0.00
62 2 0.000 -0.103 0.000 -1.704 0.784 1.762 1.13 1.13 1.13 1.13 0.18 0.00 0.02
62 7 0.000 0.021 0.000 0.360 0.181 1.436 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
63 1A 0.000 -0.078 0.000 -0.470 0.621 0.235 1.13 1.13 1.13 1.13 0.05 0.00 0.01
63 1B 0.000 -0.078 0.000 -0.470 0.621 0.235 1.13 1.13 1.13 1.13 0.05 0.00 0.01
63 1C 0.000 0.040 0.000 -0.148 0.044 0.113 1.13 1.13 1.13 1.13 0.02 0.00 0.00
63 1D 0.000 0.040 0.000 -0.148 0.044 0.113 1.13 1.13 1.13 1.13 0.02 0.00 0.00
63 1I 0.000 -0.045 0.000 -0.465 0.333 0.745 1.13 1.13 1.13 1.13 0.05 0.00 0.01
63 1J 0.000 -0.045 0.000 -0.465 0.333 0.745 1.13 1.13 1.13 1.13 0.05 0.00 0.01
63 1K 0.000 0.007 0.000 -0.153 0.116 0.578 1.13 1.13 1.13 1.13 0.02 0.00 0.01
63 1L 0.000 0.007 0.000 -0.153 0.116 0.578 1.13 1.13 1.13 1.13 0.02 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 143
63 2 0.000 -0.106 0.000 -1.851 0.794 0.654 1.13 1.13 1.13 1.13 0.20 0.00 0.01
63 7 0.000 0.026 0.000 0.524 0.137 1.243 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
64 1A 0.000 -0.121 0.000 -0.509 1.021 0.083 1.13 1.13 1.13 1.13 0.05 0.00 0.01
64 1B 0.000 -0.121 0.000 -0.509 1.021 0.083 1.13 1.13 1.13 1.13 0.05 0.00 0.01
64 1C 0.000 0.059 0.000 -0.106 0.095 0.846 1.13 1.13 1.13 1.13 0.01 0.00 0.01
64 1D 0.000 0.059 0.000 -0.106 0.095 0.846 1.13 1.13 1.13 1.13 0.01 0.00 0.01
64 1I 0.000 -0.080 0.000 -0.558 0.485 0.657 1.13 1.13 1.13 1.13 0.06 0.00 0.01
64 1J 0.000 -0.080 0.000 -0.558 0.485 0.657 1.13 1.13 1.13 1.13 0.06 0.00 0.01
64 1K 0.000 0.017 0.000 -0.056 0.257 1.364 1.13 1.13 1.13 1.13 0.01 0.00 0.01
64 1L 0.000 0.017 0.000 -0.056 0.257 1.364 1.13 1.13 1.13 1.13 0.01 0.00 0.01
64 2 0.000 -0.192 0.000 -1.910 0.380 1.062 1.13 1.13 1.13 1.13 0.21 0.00 0.01
64 7 0.000 0.061 0.000 0.695 0.234 1.221 1.13 1.13 1.13 1.13 0.07 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
65 1A 0.000 -0.184 0.000 -0.547 2.387 0.998 1.13 1.13 1.13 1.13 0.06 0.00 0.02
65 1B 0.000 -0.184 0.000 -0.547 2.387 0.998 1.13 1.13 1.13 1.13 0.06 0.00 0.02
65 1C 0.000 0.114 0.000 0.075 0.877 3.042 1.13 1.13 1.13 1.13 0.01 0.00 0.03
65 1D 0.000 0.114 0.000 0.075 0.877 3.042 1.13 1.13 1.13 1.13 0.01 0.00 0.03
65 1I 0.000 -0.155 0.000 -0.646 0.567 1.282 1.13 1.13 1.13 1.13 0.07 0.00 0.01
65 1J 0.000 -0.155 0.000 -0.646 0.567 1.282 1.13 1.13 1.13 1.13 0.07 0.00 0.01
65 1K 0.000 0.085 0.000 0.174 0.589 3.208 1.13 1.13 1.13 1.13 0.02 0.00 0.03
65 1L 0.000 0.085 0.000 0.174 0.589 3.208 1.13 1.13 1.13 1.13 0.02 0.00 0.03
65 2 0.000 -0.247 0.000 -1.690 0.961 4.068 1.13 1.13 1.13 1.13 0.18 0.00 0.04
65 7 0.000 0.115 0.000 0.879 2.161 1.061 1.13 1.13 1.13 1.13 0.09 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
66 1A 0.000 -0.338 0.000 -0.788 3.223 1.070 1.13 1.13 1.13 1.13 0.08 0.00 0.03
66 1B 0.000 -0.338 0.000 -0.788 3.223 1.070 1.13 1.13 1.13 1.13 0.08 0.00 0.03
66 1C 0.000 0.423 0.000 0.656 5.000 3.133 1.13 1.13 1.13 1.13 0.07 0.00 0.05
66 1D 0.000 0.423 0.000 0.656 5.000 3.133 1.13 1.13 1.13 1.13 0.07 0.00 0.05
66 1I 0.000 -0.323 0.000 -0.875 0.328 1.460 1.13 1.13 1.13 1.13 0.09 0.00 0.01
66 1J 0.000 -0.323 0.000 -0.875 0.328 1.460 1.13 1.13 1.13 1.13 0.09 0.00 0.01
66 1K 0.000 0.409 0.000 0.743 0.515 2.213 1.13 1.13 1.13 1.13 0.08 0.00 0.02
66 1L 0.000 0.409 0.000 0.743 0.515 2.213 1.13 1.13 1.13 1.13 0.08 0.00 0.02
66 2 0.000 0.270 0.000 -1.011 5.128 14.888 1.13 1.13 1.13 1.13 0.11 0.00 0.14
66 7 0.000 0.143 0.000 1.074 3.226 6.178 1.13 1.13 1.13 1.13 0.12 0.00 0.06
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
67 1A 0.000 -0.724 0.000 -0.617 3.456 1.146 1.13 1.13 1.13 1.13 0.08 0.00 0.03
67 1B 0.000 -0.724 0.000 -0.617 3.456 1.146 1.13 1.13 1.13 1.13 0.08 0.00 0.03
67 1C 0.000 0.842 0.000 0.513 4.236 3.396 1.13 1.13 1.13 1.13 0.09 0.00 0.04
67 1D 0.000 0.842 0.000 0.513 4.236 3.396 1.13 1.13 1.13 1.13 0.09 0.00 0.04
67 1I 0.000 -0.249 0.000 -0.586 1.179 1.370 1.13 1.13 1.13 1.13 0.06 0.00 0.01
67 1J 0.000 -0.249 0.000 -0.586 1.179 1.370 1.13 1.13 1.13 1.13 0.06 0.00 0.01
67 1K 0.000 0.367 0.000 0.482 0.922 2.235 1.13 1.13 1.13 1.13 0.05 0.00 0.02
67 1L 0.000 0.367 0.000 0.482 0.922 2.235 1.13 1.13 1.13 1.13 0.05 0.00 0.02
67 2 0.000 0.377 0.000 0.326 0.386 11.577 1.13 1.13 1.13 1.13 0.04 0.00 0.11
67 7 0.000 -0.103 0.000 -0.532 0.309 0.098 1.13 1.13 1.13 1.13 0.06 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
68 1A 0.000 -0.252 0.000 -0.425 2.924 0.086 1.13 1.13 1.13 1.13 0.05 0.00 0.03
68 1B 0.000 -0.252 0.000 -0.425 2.924 0.086 1.13 1.13 1.13 1.13 0.05 0.00 0.03
68 1C 0.000 0.173 0.000 0.044 1.192 2.415 1.13 1.13 1.13 1.13 0.02 0.00 0.02
68 1D 0.000 0.173 0.000 0.044 1.192 2.415 1.13 1.13 1.13 1.13 0.02 0.00 0.02
68 1I 0.000 -0.147 0.000 -0.460 1.113 0.475 1.13 1.13 1.13 1.13 0.05 0.00 0.01
68 1J 0.000 -0.147 0.000 -0.460 1.113 0.475 1.13 1.13 1.13 1.13 0.05 0.00 0.01
68 1K 0.000 0.068 0.000 0.079 0.117 2.325 1.13 1.13 1.13 1.13 0.01 0.00 0.02
68 1L 0.000 0.068 0.000 0.079 0.117 2.325 1.13 1.13 1.13 1.13 0.01 0.00 0.02
68 2 0.000 -0.217 0.000 -0.973 1.233 6.147 1.13 1.13 1.13 1.13 0.10 0.00 0.06
68 7 0.000 -0.057 0.000 -0.134 0.365 2.266 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
69 1A 0.000 -0.171 0.000 -0.419 1.641 0.338 1.13 1.13 1.13 1.13 0.05 0.00 0.02
69 1B 0.000 -0.171 0.000 -0.419 1.641 0.338 1.13 1.13 1.13 1.13 0.05 0.00 0.02
69 1C 0.000 0.088 0.000 -0.083 0.438 0.838 1.13 1.13 1.13 1.13 0.01 0.00 0.01
69 1D 0.000 0.088 0.000 -0.083 0.438 0.838 1.13 1.13 1.13 1.13 0.01 0.00 0.01
69 1I 0.000 -0.098 0.000 -0.414 0.659 0.230 1.13 1.13 1.13 1.13 0.04 0.00 0.01
69 1J 0.000 -0.098 0.000 -0.414 0.659 0.230 1.13 1.13 1.13 1.13 0.04 0.00 0.01
69 1K 0.000 0.014 0.000 -0.088 0.074 1.185 1.13 1.13 1.13 1.13 0.01 0.00 0.01
69 1L 0.000 0.014 0.000 -0.088 0.074 1.185 1.13 1.13 1.13 1.13 0.01 0.00 0.01
69 2 0.000 -0.259 0.000 -1.439 0.944 3.296 1.13 1.13 1.13 1.13 0.15 0.00 0.03
69 7 0.000 0.038 0.000 0.169 0.157 1.880 1.13 1.13 1.13 1.13 0.02 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
70 1A 0.000 -0.117 0.000 -0.398 2.039 0.159 1.13 1.13 1.13 1.13 0.04 0.00 0.02
70 1B 0.000 -0.117 0.000 -0.398 2.039 0.159 1.13 1.13 1.13 1.13 0.04 0.00 0.02
70 1C 0.000 0.054 0.000 -0.144 0.592 0.203 1.13 1.13 1.13 1.13 0.02 0.00 0.01
70 1D 0.000 0.054 0.000 -0.144 0.592 0.203 1.13 1.13 1.13 1.13 0.02 0.00 0.01
70 1I 0.000 -0.066 0.000 -0.354 0.827 0.130 1.13 1.13 1.13 1.13 0.04 0.00 0.01
70 1J 0.000 -0.066 0.000 -0.354 0.827 0.130 1.13 1.13 1.13 1.13 0.04 0.00 0.01
70 1K 0.000 0.002 0.000 -0.188 0.341 0.208 1.13 1.13 1.13 1.13 0.02 0.00 0.00
70 1L 0.000 0.002 0.000 -0.188 0.341 0.208 1.13 1.13 1.13 1.13 0.02 0.00 0.00
70 2 0.000 -0.207 0.000 -1.639 1.000 1.635 1.13 1.13 1.13 1.13 0.18 0.00 0.02
70 7 0.000 0.043 0.000 0.353 0.209 1.551 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
71 1A 0.000 -0.121 0.000 -0.426 1.005 0.046 1.13 1.13 1.13 1.13 0.05 0.00 0.01
71 1B 0.000 -0.121 0.000 -0.426 1.005 0.046 1.13 1.13 1.13 1.13 0.05 0.00 0.01
71 1C 0.000 0.045 0.000 -0.139 0.426 0.327 1.13 1.13 1.13 1.13 0.02 0.00 0.00
71 1D 0.000 0.045 0.000 -0.139 0.426 0.327 1.13 1.13 1.13 1.13 0.02 0.00 0.00
71 1I 0.000 -0.072 0.000 -0.427 0.470 0.584 1.13 1.13 1.13 1.13 0.05 0.00 0.01
71 1J 0.000 -0.072 0.000 -0.427 0.470 0.584 1.13 1.13 1.13 1.13 0.05 0.00 0.01
71 1K 0.000 -0.004 0.000 -0.137 0.007 0.728 1.13 1.13 1.13 1.13 0.01 0.00 0.01
71 1L 0.000 -0.004 0.000 -0.137 0.007 0.728 1.13 1.13 1.13 1.13 0.01 0.00 0.01
71 2 0.000 -0.225 0.000 -1.766 1.039 0.395 1.13 1.13 1.13 1.13 0.19 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 144
71 7 0.000 0.058 0.000 0.524 0.263 1.364 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
72 1A 0.000 -0.172 0.000 -0.457 1.582 0.036 1.13 1.13 1.13 1.13 0.05 0.00 0.02
72 1B 0.000 -0.172 0.000 -0.457 1.582 0.036 1.13 1.13 1.13 1.13 0.05 0.00 0.02
72 1C 0.000 0.073 0.000 -0.087 0.442 1.012 1.13 1.13 1.13 1.13 0.01 0.00 0.01
72 1D 0.000 0.073 0.000 -0.087 0.442 1.012 1.13 1.13 1.13 1.13 0.01 0.00 0.01
72 1I 0.000 -0.109 0.000 -0.513 0.640 0.571 1.13 1.13 1.13 1.13 0.06 0.00 0.01
72 1J 0.000 -0.109 0.000 -0.513 0.640 0.571 1.13 1.13 1.13 1.13 0.06 0.00 0.01
72 1K 0.000 0.010 0.000 -0.032 0.148 1.436 1.13 1.13 1.13 1.13 0.01 0.00 0.01
72 1L 0.000 0.010 0.000 -0.032 0.148 1.436 1.13 1.13 1.13 1.13 0.01 0.00 0.01
72 2 0.000 -0.310 0.000 -1.811 1.054 1.225 1.13 1.13 1.13 1.13 0.19 0.00 0.01
72 7 0.000 0.101 0.000 0.697 0.310 1.170 1.13 1.13 1.13 1.13 0.07 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
73 1A 0.000 -0.250 0.000 -0.520 2.595 0.678 1.13 1.13 1.13 1.13 0.06 0.00 0.02
73 1B 0.000 -0.250 0.000 -0.520 2.595 0.678 1.13 1.13 1.13 1.13 0.06 0.00 0.02
73 1C 0.000 0.155 0.000 0.088 0.894 3.051 1.13 1.13 1.13 1.13 0.02 0.00 0.03
73 1D 0.000 0.155 0.000 0.088 0.894 3.051 1.13 1.13 1.13 1.13 0.02 0.00 0.03
73 1I 0.000 -0.173 0.000 -0.620 1.054 1.229 1.13 1.13 1.13 1.13 0.07 0.00 0.01
73 1J 0.000 -0.173 0.000 -0.620 1.054 1.229 1.13 1.13 1.13 1.13 0.07 0.00 0.01
73 1K 0.000 0.077 0.000 0.188 0.416 3.127 1.13 1.13 1.13 1.13 0.02 0.00 0.03
73 1L 0.000 0.077 0.000 0.188 0.416 3.127 1.13 1.13 1.13 1.13 0.02 0.00 0.03
73 2 0.000 -0.347 0.000 -1.633 1.039 4.527 1.13 1.13 1.13 1.13 0.18 0.00 0.04
73 7 0.000 0.173 0.000 0.871 0.045 0.282 1.13 1.13 1.13 1.13 0.09 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
74 1A 0.000 -0.701 0.000 -0.801 3.297 1.385 1.13 1.13 1.13 1.13 0.09 0.00 0.03
74 1B 0.000 -0.701 0.000 -0.801 3.297 1.385 1.13 1.13 1.13 1.13 0.09 0.00 0.03
74 1C 0.000 0.844 0.000 0.663 3.810 3.604 1.13 1.13 1.13 1.13 0.09 0.00 0.04
74 1D 0.000 0.844 0.000 0.663 3.810 3.604 1.13 1.13 1.13 1.13 0.09 0.00 0.04
74 1I 0.000 -0.275 0.000 -0.869 1.251 1.507 1.13 1.13 1.13 1.13 0.09 0.00 0.01
74 1J 0.000 -0.275 0.000 -0.869 1.251 1.507 1.13 1.13 1.13 1.13 0.09 0.00 0.01
74 1K 0.000 0.418 0.000 0.731 0.565 2.371 1.13 1.13 1.13 1.13 0.08 0.00 0.02
74 1L 0.000 0.418 0.000 0.731 0.565 2.371 1.13 1.13 1.13 1.13 0.08 0.00 0.02
74 2 0.000 0.425 0.000 -1.051 1.257 16.962 1.13 1.13 1.13 1.13 0.11 0.00 0.16
74 7 0.000 0.157 0.000 1.095 0.937 7.673 1.13 1.13 1.13 1.13 0.12 0.00 0.07
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
75 1A 0.000 -0.684 0.000 -0.446 0.404 1.491 1.13 1.13 1.13 1.13 0.07 0.00 0.01
75 1B 0.000 -0.684 0.000 -0.446 0.404 1.491 1.13 1.13 1.13 1.13 0.07 0.00 0.01
75 1C 0.000 0.592 0.000 0.308 2.960 3.132 1.13 1.13 1.13 1.13 0.06 0.00 0.03
75 1D 0.000 0.592 0.000 0.308 2.960 3.132 1.13 1.13 1.13 1.13 0.06 0.00 0.03
75 1I 0.000 -0.391 0.000 -0.553 1.175 1.415 1.13 1.13 1.13 1.13 0.06 0.00 0.01
75 1J 0.000 -0.391 0.000 -0.553 1.175 1.415 1.13 1.13 1.13 1.13 0.06 0.00 0.01
75 1K 0.000 0.299 0.000 0.415 2.405 2.018 1.13 1.13 1.13 1.13 0.04 0.00 0.02
75 1L 0.000 0.299 0.000 0.415 2.405 2.018 1.13 1.13 1.13 1.13 0.04 0.00 0.02
75 2 0.000 -0.235 0.000 0.225 8.988 8.780 1.13 1.13 1.13 1.13 0.03 0.00 0.09
75 7 0.000 -0.033 0.000 -0.405 2.037 0.372 1.13 1.13 1.13 1.13 0.04 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
76 1A 0.000 -0.347 0.000 -0.397 0.662 0.694 1.13 1.13 1.13 1.13 0.04 0.00 0.01
76 1B 0.000 -0.347 0.000 -0.397 0.662 0.694 1.13 1.13 1.13 1.13 0.04 0.00 0.01
76 1C 0.000 0.217 0.000 0.026 1.171 2.196 1.13 1.13 1.13 1.13 0.02 0.00 0.02
76 1D 0.000 0.217 0.000 0.026 1.171 2.196 1.13 1.13 1.13 1.13 0.02 0.00 0.02
76 1I 0.000 -0.186 0.000 -0.432 0.713 0.129 1.13 1.13 1.13 1.13 0.05 0.00 0.01
76 1J 0.000 -0.186 0.000 -0.432 0.713 0.129 1.13 1.13 1.13 1.13 0.05 0.00 0.01
76 1K 0.000 0.056 0.000 0.062 0.939 2.050 1.13 1.13 1.13 1.13 0.01 0.00 0.02
76 1L 0.000 0.056 0.000 0.062 0.939 2.050 1.13 1.13 1.13 1.13 0.01 0.00 0.02
76 2 0.000 -0.386 0.000 -0.965 2.892 5.419 1.13 1.13 1.13 1.13 0.10 0.00 0.05
76 7 0.000 0.041 0.000 -0.111 1.021 2.090 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
77 1A 0.000 -0.226 0.000 -0.392 0.892 0.461 1.13 1.13 1.13 1.13 0.04 0.00 0.01
77 1B 0.000 -0.226 0.000 -0.392 0.892 0.461 1.13 1.13 1.13 1.13 0.04 0.00 0.01
77 1C 0.000 0.102 0.000 -0.087 0.196 0.930 1.13 1.13 1.13 1.13 0.01 0.00 0.01
77 1D 0.000 0.102 0.000 -0.087 0.196 0.930 1.13 1.13 1.13 1.13 0.01 0.00 0.01
77 1I 0.000 -0.129 0.000 -0.391 0.459 0.149 1.13 1.13 1.13 1.13 0.04 0.00 0.00
77 1J 0.000 -0.129 0.000 -0.391 0.459 0.149 1.13 1.13 1.13 1.13 0.04 0.00 0.00
77 1K 0.000 0.005 0.000 -0.088 0.273 1.119 1.13 1.13 1.13 1.13 0.01 0.00 0.01
77 1L 0.000 0.005 0.000 -0.088 0.273 1.119 1.13 1.13 1.13 1.13 0.01 0.00 0.01
77 2 0.000 -0.384 0.000 -1.374 1.332 3.103 1.13 1.13 1.13 1.13 0.15 0.00 0.03
77 7 0.000 0.064 0.000 0.162 0.467 1.764 1.13 1.13 1.13 1.13 0.02 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
78 1A 0.000 -0.166 0.000 -0.372 1.466 0.165 1.13 1.13 1.13 1.13 0.04 0.00 0.01
78 1B 0.000 -0.166 0.000 -0.372 1.466 0.165 1.13 1.13 1.13 1.13 0.04 0.00 0.01
78 1C 0.000 0.063 0.000 -0.146 0.869 0.219 1.13 1.13 1.13 1.13 0.02 0.00 0.01
78 1D 0.000 0.063 0.000 -0.146 0.869 0.219 1.13 1.13 1.13 1.13 0.02 0.00 0.01
78 1I 0.000 -0.097 0.000 -0.334 0.622 0.135 1.13 1.13 1.13 1.13 0.04 0.00 0.01
78 1J 0.000 -0.097 0.000 -0.334 0.622 0.135 1.13 1.13 1.13 1.13 0.04 0.00 0.01
78 1K 0.000 -0.006 0.000 -0.183 0.439 0.200 1.13 1.13 1.13 1.13 0.02 0.00 0.00
78 1L 0.000 -0.006 0.000 -0.183 0.439 0.200 1.13 1.13 1.13 1.13 0.02 0.00 0.00
78 2 0.000 -0.328 0.000 -1.564 0.845 1.600 1.13 1.13 1.13 1.13 0.17 0.00 0.02
78 7 0.000 0.069 0.000 0.337 0.219 1.527 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
79 1A 0.000 -0.169 0.000 -0.398 0.527 0.015 1.13 1.13 1.13 1.13 0.04 0.00 0.01
79 1B 0.000 -0.169 0.000 -0.398 0.527 0.015 1.13 1.13 1.13 1.13 0.04 0.00 0.01
79 1C 0.000 0.053 0.000 -0.142 0.068 0.397 1.13 1.13 1.13 1.13 0.02 0.00 0.00
79 1D 0.000 0.053 0.000 -0.142 0.068 0.397 1.13 1.13 1.13 1.13 0.02 0.00 0.00
79 1I 0.000 -0.103 0.000 -0.405 0.268 0.552 1.13 1.13 1.13 1.13 0.04 0.00 0.01
79 1J 0.000 -0.103 0.000 -0.405 0.268 0.552 1.13 1.13 1.13 1.13 0.04 0.00 0.01
79 1K 0.000 -0.014 0.000 -0.135 0.108 0.723 1.13 1.13 1.13 1.13 0.01 0.00 0.01
79 1L 0.000 -0.014 0.000 -0.135 0.108 0.723 1.13 1.13 1.13 1.13 0.01 0.00 0.01
79 2 0.000 -0.349 0.000 -1.688 0.769 0.400 1.13 1.13 1.13 1.13 0.18 0.00 0.01
79 7 0.000 0.088 0.000 0.504 0.098 1.339 1.13 1.13 1.13 1.13 0.05 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 145
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
80 1A 0.000 -0.228 0.000 -0.429 0.873 0.158 1.13 1.13 1.13 1.13 0.05 0.00 0.01
80 1B 0.000 -0.228 0.000 -0.429 0.873 0.158 1.13 1.13 1.13 1.13 0.05 0.00 0.01
80 1C 0.000 0.086 0.000 -0.091 0.165 1.087 1.13 1.13 1.13 1.13 0.01 0.00 0.01
80 1D 0.000 0.086 0.000 -0.091 0.165 1.087 1.13 1.13 1.13 1.13 0.01 0.00 0.01
80 1I 0.000 -0.140 0.000 -0.485 0.450 0.458 1.13 1.13 1.13 1.13 0.05 0.00 0.00
80 1J 0.000 -0.140 0.000 -0.485 0.450 0.458 1.13 1.13 1.13 1.13 0.05 0.00 0.00
80 1K 0.000 -0.001 0.000 -0.035 0.337 1.305 1.13 1.13 1.13 1.13 0.01 0.00 0.01
80 1L 0.000 -0.001 0.000 -0.035 0.337 1.305 1.13 1.13 1.13 1.13 0.01 0.00 0.01
80 2 0.000 -0.438 0.000 -1.729 0.989 1.182 1.13 1.13 1.13 1.13 0.19 0.00 0.01
80 7 0.000 0.130 0.000 0.665 0.079 1.051 1.13 1.13 1.13 1.13 0.07 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
81 1A 0.000 -0.347 0.000 -0.486 0.701 0.156 1.13 1.13 1.13 1.13 0.05 0.00 0.01
81 1B 0.000 -0.347 0.000 -0.486 0.701 0.156 1.13 1.13 1.13 1.13 0.05 0.00 0.01
81 1C 0.000 0.197 0.000 0.066 1.198 2.692 1.13 1.13 1.13 1.13 0.02 0.00 0.03
81 1D 0.000 0.197 0.000 0.066 1.198 2.692 1.13 1.13 1.13 1.13 0.02 0.00 0.03
81 1I 0.000 -0.205 0.000 -0.579 0.819 0.766 1.13 1.13 1.13 1.13 0.06 0.00 0.01
81 1J 0.000 -0.205 0.000 -0.579 0.819 0.766 1.13 1.13 1.13 1.13 0.06 0.00 0.01
81 1K 0.000 0.055 0.000 0.159 1.182 2.690 1.13 1.13 1.13 1.13 0.02 0.00 0.03
81 1L 0.000 0.055 0.000 0.159 1.182 2.690 1.13 1.13 1.13 1.13 0.02 0.00 0.03
81 2 0.000 -0.486 0.000 -1.558 2.150 3.815 1.13 1.13 1.13 1.13 0.17 0.00 0.04
81 7 0.000 0.175 0.000 0.801 0.196 0.395 1.13 1.13 1.13 1.13 0.09 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
82 1A 0.000 -0.659 0.000 -0.611 0.079 1.624 1.13 1.13 1.13 1.13 0.07 0.00 0.02
82 1B 0.000 -0.659 0.000 -0.611 0.079 1.624 1.13 1.13 1.13 1.13 0.07 0.00 0.02
82 1C 0.000 0.550 0.000 0.437 3.421 3.308 1.13 1.13 1.13 1.13 0.06 0.00 0.03
82 1D 0.000 0.550 0.000 0.437 3.421 3.308 1.13 1.13 1.13 1.13 0.06 0.00 0.03
82 1I 0.000 -0.483 0.000 -0.833 1.530 1.586 1.13 1.13 1.13 1.13 0.09 0.00 0.02
82 1J 0.000 -0.483 0.000 -0.833 1.530 1.586 1.13 1.13 1.13 1.13 0.09 0.00 0.02
82 1K 0.000 0.374 0.000 0.659 3.058 2.192 1.13 1.13 1.13 1.13 0.07 0.00 0.03
82 1L 0.000 0.374 0.000 0.659 3.058 2.192 1.13 1.13 1.13 1.13 0.07 0.00 0.03
82 2 0.000 -0.413 0.000 -1.040 9.063 12.254 1.13 1.13 1.13 1.13 0.11 0.00 0.12
82 7 0.000 0.224 0.000 0.945 1.745 5.241 1.13 1.13 1.13 1.13 0.10 0.00 0.05
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
83 1A 0.000 -0.498 0.000 -0.259 1.236 1.347 1.13 1.13 1.13 1.13 0.05 0.00 0.01
83 1B 0.000 -0.498 0.000 -0.259 1.236 1.347 1.13 1.13 1.13 1.13 0.05 0.00 0.01
83 1C 0.000 0.263 0.000 0.097 2.884 1.909 1.13 1.13 1.13 1.13 0.03 0.00 0.03
83 1D 0.000 0.263 0.000 0.097 2.884 1.909 1.13 1.13 1.13 1.13 0.03 0.00 0.03
83 1I 0.000 -0.303 0.000 -0.345 0.081 1.141 1.13 1.13 1.13 1.13 0.04 0.00 0.01
83 1J 0.000 -0.303 0.000 -0.345 0.081 1.141 1.13 1.13 1.13 1.13 0.04 0.00 0.01
83 1K 0.000 0.068 0.000 0.183 2.289 1.096 1.13 1.13 1.13 1.13 0.02 0.00 0.02
83 1L 0.000 0.068 0.000 0.183 2.289 1.096 1.13 1.13 1.13 1.13 0.02 0.00 0.02
83 2 0.000 -0.681 0.000 -0.299 5.174 4.332 1.13 1.13 1.13 1.13 0.07 0.00 0.05
83 7 0.000 0.098 0.000 -0.243 1.521 0.359 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
84 1A 0.000 -0.340 0.000 -0.329 0.013 1.071 1.13 1.13 1.13 1.13 0.04 0.00 0.01
84 1B 0.000 -0.340 0.000 -0.329 0.013 1.071 1.13 1.13 1.13 1.13 0.04 0.00 0.01
84 1C 0.000 0.135 0.000 -0.020 1.265 1.684 1.13 1.13 1.13 1.13 0.01 0.00 0.02
84 1D 0.000 0.135 0.000 -0.020 1.265 1.684 1.13 1.13 1.13 1.13 0.01 0.00 0.02
84 1I 0.000 -0.212 0.000 -0.360 0.382 0.248 1.13 1.13 1.13 1.13 0.04 0.00 0.00
84 1J 0.000 -0.212 0.000 -0.360 0.382 0.248 1.13 1.13 1.13 1.13 0.04 0.00 0.00
84 1K 0.000 0.007 0.000 0.011 1.089 1.426 1.13 1.13 1.13 1.13 0.01 0.00 0.01
84 1L 0.000 0.007 0.000 0.011 1.089 1.426 1.13 1.13 1.13 1.13 0.01 0.00 0.01
84 2 0.000 -0.635 0.000 -0.922 3.045 4.206 1.13 1.13 1.13 1.13 0.10 0.00 0.04
84 7 0.000 0.110 0.000 -0.075 1.248 1.843 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
85 1A 0.000 -0.243 0.000 -0.345 0.314 0.550 1.13 1.13 1.13 1.13 0.04 0.00 0.01
85 1B 0.000 -0.243 0.000 -0.345 0.314 0.550 1.13 1.13 1.13 1.13 0.04 0.00 0.01
85 1C 0.000 0.072 0.000 -0.102 0.374 0.943 1.13 1.13 1.13 1.13 0.01 0.00 0.01
85 1D 0.000 0.072 0.000 -0.102 0.374 0.943 1.13 1.13 1.13 1.13 0.01 0.00 0.01
85 1I 0.000 -0.149 0.000 -0.358 0.256 0.053 1.13 1.13 1.13 1.13 0.04 0.00 0.00
85 1J 0.000 -0.149 0.000 -0.358 0.256 0.053 1.13 1.13 1.13 1.13 0.04 0.00 0.00
85 1K 0.000 -0.022 0.000 -0.090 0.303 0.932 1.13 1.13 1.13 1.13 0.01 0.00 0.01
85 1L 0.000 -0.022 0.000 -0.090 0.303 0.932 1.13 1.13 1.13 1.13 0.01 0.00 0.01
85 2 0.000 -0.534 0.000 -1.282 1.131 2.522 1.13 1.13 1.13 1.13 0.14 0.00 0.02
85 7 0.000 0.101 0.000 0.151 0.445 1.529 1.13 1.13 1.13 1.13 0.02 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
86 1A 0.000 -0.191 0.000 -0.333 0.955 0.171 1.13 1.13 1.13 1.13 0.04 0.00 0.01
86 1B 0.000 -0.191 0.000 -0.333 0.955 0.171 1.13 1.13 1.13 1.13 0.04 0.00 0.01
86 1C 0.000 0.047 0.000 -0.154 0.822 0.213 1.13 1.13 1.13 1.13 0.02 0.00 0.01
86 1D 0.000 0.047 0.000 -0.154 0.822 0.213 1.13 1.13 1.13 1.13 0.02 0.00 0.01
86 1I 0.000 -0.119 0.000 -0.311 0.431 0.148 1.13 1.13 1.13 1.13 0.03 0.00 0.00
86 1J 0.000 -0.119 0.000 -0.311 0.431 0.148 1.13 1.13 1.13 1.13 0.03 0.00 0.00
86 1K 0.000 -0.025 0.000 -0.177 0.414 0.167 1.13 1.13 1.13 1.13 0.02 0.00 0.00
86 1L 0.000 -0.025 0.000 -0.177 0.414 0.167 1.13 1.13 1.13 1.13 0.02 0.00 0.00
86 2 0.000 -0.456 0.000 -1.471 0.515 1.448 1.13 1.13 1.13 1.13 0.16 0.00 0.01
86 7 0.000 0.097 0.000 0.317 0.155 1.433 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
87 1A 0.000 -0.195 0.000 -0.358 0.183 0.024 1.13 1.13 1.13 1.13 0.04 0.00 0.00
87 1B 0.000 -0.195 0.000 -0.358 0.183 0.024 1.13 1.13 1.13 1.13 0.04 0.00 0.00
87 1C 0.000 0.037 0.000 -0.151 0.063 0.476 1.13 1.13 1.13 1.13 0.02 0.00 0.00
87 1D 0.000 0.037 0.000 -0.151 0.063 0.476 1.13 1.13 1.13 1.13 0.02 0.00 0.00
87 1I 0.000 -0.123 0.000 -0.381 0.103 0.522 1.13 1.13 1.13 1.13 0.04 0.00 0.00
87 1J 0.000 -0.123 0.000 -0.381 0.103 0.522 1.13 1.13 1.13 1.13 0.04 0.00 0.00
87 1K 0.000 -0.035 0.000 -0.128 0.126 0.690 1.13 1.13 1.13 1.13 0.01 0.00 0.01
87 1L 0.000 -0.035 0.000 -0.128 0.126 0.690 1.13 1.13 1.13 1.13 0.01 0.00 0.01
87 2 0.000 -0.478 0.000 -1.591 0.415 0.452 1.13 1.13 1.13 1.13 0.17 0.00 0.00
87 7 0.000 0.117 0.000 0.479 0.002 1.272 1.13 1.13 1.13 1.13 0.05 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 146
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
88 1A 0.000 -0.246 0.000 -0.391 0.286 0.278 1.13 1.13 1.13 1.13 0.04 0.00 0.00
88 1B 0.000 -0.246 0.000 -0.391 0.286 0.278 1.13 1.13 1.13 1.13 0.04 0.00 0.00
88 1C 0.000 0.055 0.000 -0.096 0.366 1.027 1.13 1.13 1.13 1.13 0.01 0.00 0.01
88 1D 0.000 0.055 0.000 -0.096 0.366 1.027 1.13 1.13 1.13 1.13 0.01 0.00 0.01
88 1I 0.000 -0.158 0.000 -0.451 0.234 0.297 1.13 1.13 1.13 1.13 0.05 0.00 0.00
88 1J 0.000 -0.158 0.000 -0.451 0.234 0.297 1.13 1.13 1.13 1.13 0.05 0.00 0.00
88 1K 0.000 -0.033 0.000 -0.036 0.382 1.003 1.13 1.13 1.13 1.13 0.01 0.00 0.01
88 1L 0.000 -0.033 0.000 -0.036 0.382 1.003 1.13 1.13 1.13 1.13 0.01 0.00 0.01
88 2 0.000 -0.582 0.000 -1.617 0.750 0.804 1.13 1.13 1.13 1.13 0.17 0.00 0.01
88 7 0.000 0.156 0.000 0.625 0.160 0.956 1.13 1.13 1.13 1.13 0.07 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
89 1A 0.000 -0.349 0.000 -0.403 0.108 0.689 1.13 1.13 1.13 1.13 0.04 0.00 0.01
89 1B 0.000 -0.349 0.000 -0.403 0.108 0.689 1.13 1.13 1.13 1.13 0.04 0.00 0.01
89 1C 0.000 0.116 0.000 0.008 1.326 1.821 1.13 1.13 1.13 1.13 0.01 0.00 0.02
89 1D 0.000 0.116 0.000 0.008 1.326 1.821 1.13 1.13 1.13 1.13 0.01 0.00 0.02
89 1I 0.000 -0.233 0.000 -0.477 0.415 0.124 1.13 1.13 1.13 1.13 0.05 0.00 0.00
89 1J 0.000 -0.233 0.000 -0.477 0.415 0.124 1.13 1.13 1.13 1.13 0.05 0.00 0.00
89 1K 0.000 0.000 0.000 0.081 1.435 1.709 1.13 1.13 1.13 1.13 0.01 0.00 0.02
89 1L 0.000 0.000 0.000 0.081 1.435 1.709 1.13 1.13 1.13 1.13 0.01 0.00 0.02
89 2 0.000 -0.710 0.000 -1.439 1.920 2.535 1.13 1.13 1.13 1.13 0.15 0.00 0.02
89 7 0.000 0.200 0.000 0.715 0.547 0.691 1.13 1.13 1.13 1.13 0.08 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
90 1A 0.000 -0.508 0.000 -0.350 1.010 1.368 1.13 1.13 1.13 1.13 0.05 0.00 0.01
90 1B 0.000 -0.508 0.000 -0.350 1.010 1.368 1.13 1.13 1.13 1.13 0.05 0.00 0.01
90 1C 0.000 0.237 0.000 0.153 3.242 1.679 1.13 1.13 1.13 1.13 0.03 0.00 0.03
90 1D 0.000 0.237 0.000 0.153 3.242 1.679 1.13 1.13 1.13 1.13 0.03 0.00 0.03
90 1I 0.000 -0.349 0.000 -0.502 0.066 1.325 1.13 1.13 1.13 1.13 0.05 0.00 0.01
90 1J 0.000 -0.349 0.000 -0.502 0.066 1.325 1.13 1.13 1.13 1.13 0.05 0.00 0.01
90 1K 0.000 0.077 0.000 0.305 3.079 1.060 1.13 1.13 1.13 1.13 0.03 0.00 0.03
90 1L 0.000 0.077 0.000 0.305 3.079 1.060 1.13 1.13 1.13 1.13 0.03 0.00 0.03
90 2 0.000 -0.895 0.000 -0.950 4.500 5.701 1.13 1.13 1.13 1.13 0.10 0.00 0.05
90 7 0.000 0.345 0.000 0.718 0.307 2.297 1.13 1.13 1.13 1.13 0.08 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
91 1A 0.000 -0.416 0.000 -0.203 0.595 0.791 1.13 1.13 1.13 1.13 0.04 0.00 0.01
91 1B 0.000 -0.416 0.000 -0.203 0.595 0.791 1.13 1.13 1.13 1.13 0.04 0.00 0.01
91 1C 0.000 0.115 0.000 0.042 1.684 0.780 1.13 1.13 1.13 1.13 0.01 0.00 0.02
91 1D 0.000 0.115 0.000 0.042 1.684 0.780 1.13 1.13 1.13 1.13 0.01 0.00 0.02
91 1I 0.000 -0.298 0.000 -0.281 0.384 0.958 1.13 1.13 1.13 1.13 0.03 0.00 0.01
91 1J 0.000 -0.298 0.000 -0.281 0.384 0.958 1.13 1.13 1.13 1.13 0.03 0.00 0.01
91 1K 0.000 -0.002 0.000 0.120 1.074 0.616 1.13 1.13 1.13 1.13 0.01 0.00 0.01
91 1L 0.000 -0.002 0.000 0.120 1.074 0.616 1.13 1.13 1.13 1.13 0.01 0.00 0.01
91 2 0.000 -0.891 0.000 -0.351 2.746 2.494 1.13 1.13 1.13 1.13 0.10 0.00 0.03
91 7 0.000 0.126 0.000 -0.153 0.861 0.204 1.13 1.13 1.13 1.13 0.02 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
92 1A 0.000 -0.316 0.000 -0.261 0.267 0.698 1.13 1.13 1.13 1.13 0.03 0.00 0.01
92 1B 0.000 -0.316 0.000 -0.261 0.267 0.698 1.13 1.13 1.13 1.13 0.03 0.00 0.01
92 1C 0.000 0.066 0.000 -0.058 0.850 0.950 1.13 1.13 1.13 1.13 0.01 0.00 0.01
92 1D 0.000 0.066 0.000 -0.058 0.850 0.950 1.13 1.13 1.13 1.13 0.01 0.00 0.01
92 1I 0.000 -0.215 0.000 -0.309 0.267 0.359 1.13 1.13 1.13 1.13 0.03 0.00 0.00
92 1J 0.000 -0.215 0.000 -0.309 0.267 0.359 1.13 1.13 1.13 1.13 0.03 0.00 0.00
92 1K 0.000 -0.034 0.000 -0.010 0.612 0.906 1.13 1.13 1.13 1.13 0.01 0.00 0.01
92 1L 0.000 -0.034 0.000 -0.010 0.612 0.906 1.13 1.13 1.13 1.13 0.01 0.00 0.01
92 2 0.000 -0.775 0.000 -0.847 1.521 3.184 1.13 1.13 1.13 1.13 0.09 0.00 0.03
92 7 0.000 0.135 0.000 -0.046 0.583 1.397 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
93 1A 0.000 -0.244 0.000 -0.297 0.059 0.444 1.13 1.13 1.13 1.13 0.03 0.00 0.00
93 1B 0.000 -0.244 0.000 -0.297 0.059 0.444 1.13 1.13 1.13 1.13 0.03 0.00 0.00
93 1C 0.000 0.042 0.000 -0.119 0.312 0.725 1.13 1.13 1.13 1.13 0.01 0.00 0.01
93 1D 0.000 0.042 0.000 -0.119 0.312 0.725 1.13 1.13 1.13 1.13 0.01 0.00 0.01
93 1I 0.000 -0.161 0.000 -0.326 0.087 0.010 1.13 1.13 1.13 1.13 0.04 0.00 0.00
93 1J 0.000 -0.161 0.000 -0.326 0.087 0.010 1.13 1.13 1.13 1.13 0.04 0.00 0.00
93 1K 0.000 -0.041 0.000 -0.091 0.211 0.734 1.13 1.13 1.13 1.13 0.01 0.00 0.01
93 1L 0.000 -0.041 0.000 -0.091 0.211 0.734 1.13 1.13 1.13 1.13 0.01 0.00 0.01
93 2 0.000 -0.637 0.000 -1.189 0.534 2.096 1.13 1.13 1.13 1.13 0.13 0.00 0.02
93 7 0.000 0.125 0.000 0.139 0.215 1.371 1.13 1.13 1.13 1.13 0.02 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
94 1A 0.000 -0.199 0.000 -0.298 0.497 0.167 1.13 1.13 1.13 1.13 0.03 0.00 0.00
94 1B 0.000 -0.199 0.000 -0.298 0.497 0.167 1.13 1.13 1.13 1.13 0.03 0.00 0.00
94 1C 0.000 0.027 0.000 -0.162 0.628 0.164 1.13 1.13 1.13 1.13 0.02 0.00 0.01
94 1D 0.000 0.027 0.000 -0.162 0.628 0.164 1.13 1.13 1.13 1.13 0.02 0.00 0.01
94 1I 0.000 -0.131 0.000 -0.289 0.279 0.160 1.13 1.13 1.13 1.13 0.03 0.00 0.00
94 1J 0.000 -0.131 0.000 -0.289 0.279 0.160 1.13 1.13 1.13 1.13 0.03 0.00 0.00
94 1K 0.000 -0.041 0.000 -0.171 0.321 0.122 1.13 1.13 1.13 1.13 0.02 0.00 0.00
94 1L 0.000 -0.041 0.000 -0.171 0.321 0.122 1.13 1.13 1.13 1.13 0.02 0.00 0.00
94 2 0.000 -0.546 0.000 -1.385 0.169 1.308 1.13 1.13 1.13 1.13 0.15 0.00 0.01
94 7 0.000 0.118 0.000 0.297 0.067 1.352 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
95 1A 0.000 -0.203 0.000 -0.326 0.052 0.008 1.13 1.13 1.13 1.13 0.04 0.00 0.00
95 1B 0.000 -0.203 0.000 -0.326 0.052 0.008 1.13 1.13 1.13 1.13 0.04 0.00 0.00
95 1C 0.000 0.017 0.000 -0.154 0.087 0.445 1.13 1.13 1.13 1.13 0.02 0.00 0.00
95 1D 0.000 0.017 0.000 -0.154 0.087 0.445 1.13 1.13 1.13 1.13 0.02 0.00 0.00
95 1I 0.000 -0.134 0.000 -0.359 0.009 0.504 1.13 1.13 1.13 1.13 0.04 0.00 0.00
95 1J 0.000 -0.134 0.000 -0.359 0.009 0.504 1.13 1.13 1.13 1.13 0.04 0.00 0.00
95 1K 0.000 -0.051 0.000 -0.121 0.073 0.631 1.13 1.13 1.13 1.13 0.01 0.00 0.01
95 1L 0.000 -0.051 0.000 -0.121 0.073 0.631 1.13 1.13 1.13 1.13 0.01 0.00 0.01
95 2 0.000 -0.568 0.000 -1.501 0.104 0.510 1.13 1.13 1.13 1.13 0.16 0.00 0.00
95 7 0.000 0.138 0.000 0.455 0.033 1.224 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 147
96 1A 0.000 -0.246 0.000 -0.346 0.064 0.180 1.13 1.13 1.13 1.13 0.04 0.00 0.00
96 1B 0.000 -0.246 0.000 -0.346 0.064 0.180 1.13 1.13 1.13 1.13 0.04 0.00 0.00
96 1C 0.000 0.023 0.000 -0.106 0.335 0.685 1.13 1.13 1.13 1.13 0.01 0.00 0.01
96 1D 0.000 0.023 0.000 -0.106 0.335 0.685 1.13 1.13 1.13 1.13 0.01 0.00 0.01
96 1I 0.000 -0.167 0.000 -0.416 0.085 0.194 1.13 1.13 1.13 1.13 0.04 0.00 0.00
96 1J 0.000 -0.167 0.000 -0.416 0.085 0.194 1.13 1.13 1.13 1.13 0.04 0.00 0.00
96 1K 0.000 -0.056 0.000 -0.036 0.278 0.706 1.13 1.13 1.13 1.13 0.01 0.00 0.01
96 1L 0.000 -0.056 0.000 -0.036 0.278 0.706 1.13 1.13 1.13 1.13 0.01 0.00 0.01
96 2 0.000 -0.685 0.000 -1.505 0.353 0.496 1.13 1.13 1.13 1.13 0.16 0.00 0.00
96 7 0.000 0.179 0.000 0.586 0.067 0.923 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
97 1A 0.000 -0.326 0.000 -0.323 0.138 0.438 1.13 1.13 1.13 1.13 0.04 0.00 0.00
97 1B 0.000 -0.326 0.000 -0.323 0.138 0.438 1.13 1.13 1.13 1.13 0.04 0.00 0.00
97 1C 0.000 0.044 0.000 -0.038 1.001 0.847 1.13 1.13 1.13 1.13 0.01 0.00 0.01
97 1D 0.000 0.044 0.000 -0.038 1.001 0.847 1.13 1.13 1.13 1.13 0.01 0.00 0.01
97 1I 0.000 -0.233 0.000 -0.409 0.385 0.201 1.13 1.13 1.13 1.13 0.04 0.00 0.00
97 1J 0.000 -0.233 0.000 -0.409 0.385 0.201 1.13 1.13 1.13 1.13 0.04 0.00 0.00
97 1K 0.000 -0.048 0.000 0.049 0.821 0.970 1.13 1.13 1.13 1.13 0.01 0.00 0.01
97 1L 0.000 -0.048 0.000 0.049 0.821 0.970 1.13 1.13 1.13 1.13 0.01 0.00 0.01
97 2 0.000 -0.866 0.000 -1.307 1.054 1.947 1.13 1.13 1.13 1.13 0.14 0.00 0.02
97 7 0.000 0.245 0.000 0.643 0.156 0.448 1.13 1.13 1.13 1.13 0.07 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
98 1A 0.000 -0.445 0.000 -0.280 0.404 0.852 1.13 1.13 1.13 1.13 0.05 0.00 0.01
98 1B 0.000 -0.445 0.000 -0.280 0.404 0.852 1.13 1.13 1.13 1.13 0.05 0.00 0.01
98 1C 0.000 0.101 0.000 0.087 1.905 0.484 1.13 1.13 1.13 1.13 0.01 0.00 0.02
98 1D 0.000 0.101 0.000 0.087 1.905 0.484 1.13 1.13 1.13 1.13 0.01 0.00 0.02
98 1I 0.000 -0.346 0.000 -0.408 0.585 1.223 1.13 1.13 1.13 1.13 0.04 0.00 0.01
98 1J 0.000 -0.346 0.000 -0.408 0.585 1.223 1.13 1.13 1.13 1.13 0.04 0.00 0.01
98 1K 0.000 0.002 0.000 0.215 1.388 0.565 1.13 1.13 1.13 1.13 0.02 0.00 0.01
98 1L 0.000 0.002 0.000 0.215 1.388 0.565 1.13 1.13 1.13 1.13 0.02 0.00 0.01
98 2 0.000 -1.119 0.000 -0.841 2.288 3.306 1.13 1.13 1.13 1.13 0.12 0.00 0.03
98 7 0.000 0.403 0.000 0.565 0.093 1.391 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
99 1A 0.000 -0.351 0.000 -0.169 0.682 0.510 1.13 1.13 1.13 1.13 0.04 0.00 0.01
99 1B 0.000 -0.351 0.000 -0.169 0.682 0.510 1.13 1.13 1.13 1.13 0.04 0.00 0.01
99 1C 0.000 0.034 0.000 0.022 1.149 0.414 1.13 1.13 1.13 1.13 0.01 0.00 0.01
99 1D 0.000 0.034 0.000 0.022 1.149 0.414 1.13 1.13 1.13 1.13 0.01 0.00 0.01
99 1I 0.000 -0.279 0.000 -0.232 0.017 0.769 1.13 1.13 1.13 1.13 0.03 0.00 0.01
99 1J 0.000 -0.279 0.000 -0.232 0.017 0.769 1.13 1.13 1.13 1.13 0.03 0.00 0.01
99 1K 0.000 -0.037 0.000 0.085 0.569 0.495 1.13 1.13 1.13 1.13 0.01 0.00 0.01
99 1L 0.000 -0.037 0.000 0.085 0.569 0.495 1.13 1.13 1.13 1.13 0.01 0.00 0.01
99 2 0.000 -0.951 0.000 -0.341 0.787 1.835 1.13 1.13 1.13 1.13 0.10 0.00 0.02
99 7 0.000 0.131 0.000 -0.105 0.318 0.177 1.13 1.13 1.13 1.13 0.01 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
100 1A 0.000 -0.275 0.000 -0.220 0.473 0.433 1.13 1.13 1.13 1.13 0.03 0.00 0.00
100 1B 0.000 -0.275 0.000 -0.220 0.473 0.433 1.13 1.13 1.13 1.13 0.03 0.00 0.00
100 1C 0.000 0.015 0.000 -0.070 0.754 0.574 1.13 1.13 1.13 1.13 0.01 0.00 0.01
100 1D 0.000 0.015 0.000 -0.070 0.754 0.574 1.13 1.13 1.13 1.13 0.01 0.00 0.01
100 1I 0.000 -0.205 0.000 -0.269 0.018 0.334 1.13 1.13 1.13 1.13 0.03 0.00 0.00
100 1J 0.000 -0.205 0.000 -0.269 0.018 0.334 1.13 1.13 1.13 1.13 0.03 0.00 0.00
100 1K 0.000 -0.056 0.000 -0.021 0.370 0.693 1.13 1.13 1.13 1.13 0.01 0.00 0.01
100 1L 0.000 -0.056 0.000 -0.021 0.370 0.693 1.13 1.13 1.13 1.13 0.01 0.00 0.01
100 2 0.000 -0.813 0.000 -0.771 0.355 2.606 1.13 1.13 1.13 1.13 0.09 0.00 0.02
100 7 0.000 0.142 0.000 -0.026 0.216 1.145 1.13 1.13 1.13 1.13 0.02 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
101 1A 0.000 -0.224 0.000 -0.261 0.342 0.298 1.13 1.13 1.13 1.13 0.03 0.00 0.00
101 1B 0.000 -0.224 0.000 -0.261 0.342 0.298 1.13 1.13 1.13 1.13 0.03 0.00 0.00
101 1C 0.000 0.010 0.000 -0.128 0.357 0.496 1.13 1.13 1.13 1.13 0.01 0.00 0.00
101 1D 0.000 0.010 0.000 -0.128 0.357 0.496 1.13 1.13 1.13 1.13 0.01 0.00 0.00
101 1I 0.000 -0.160 0.000 -0.297 0.064 0.004 1.13 1.13 1.13 1.13 0.03 0.00 0.00
101 1J 0.000 -0.160 0.000 -0.297 0.064 0.004 1.13 1.13 1.13 1.13 0.03 0.00 0.00
101 1K 0.000 -0.054 0.000 -0.093 0.140 0.600 1.13 1.13 1.13 1.13 0.01 0.00 0.01
101 1L 0.000 -0.054 0.000 -0.093 0.140 0.600 1.13 1.13 1.13 1.13 0.01 0.00 0.01
101 2 0.000 -0.677 0.000 -1.109 0.017 1.872 1.13 1.13 1.13 1.13 0.12 0.00 0.02
101 7 0.000 0.135 0.000 0.128 0.067 1.282 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
102 1A 0.000 -0.194 0.000 -0.272 0.069 0.151 1.13 1.13 1.13 1.13 0.03 0.00 0.00
102 1B 0.000 -0.194 0.000 -0.272 0.069 0.151 1.13 1.13 1.13 1.13 0.03 0.00 0.00
102 1C 0.000 0.008 0.000 -0.167 0.483 0.116 1.13 1.13 1.13 1.13 0.02 0.00 0.00
102 1D 0.000 0.008 0.000 -0.167 0.483 0.116 1.13 1.13 1.13 1.13 0.02 0.00 0.00
102 1I 0.000 -0.135 0.000 -0.271 0.125 0.167 1.13 1.13 1.13 1.13 0.03 0.00 0.00
102 1J 0.000 -0.135 0.000 -0.271 0.125 0.167 1.13 1.13 1.13 1.13 0.03 0.00 0.00
102 1K 0.000 -0.051 0.000 -0.168 0.245 0.084 1.13 1.13 1.13 1.13 0.02 0.00 0.00
102 1L 0.000 -0.051 0.000 -0.168 0.245 0.084 1.13 1.13 1.13 1.13 0.02 0.00 0.00
102 2 0.000 -0.593 0.000 -1.314 0.174 1.228 1.13 1.13 1.13 1.13 0.14 0.00 0.01
102 7 0.000 0.130 0.000 0.283 0.011 1.302 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
103 1A 0.000 -0.196 0.000 -0.300 0.256 0.066 1.13 1.13 1.13 1.13 0.03 0.00 0.00
103 1B 0.000 -0.196 0.000 -0.300 0.256 0.066 1.13 1.13 1.13 1.13 0.03 0.00 0.00
103 1C 0.000 -0.002 0.000 -0.157 0.149 0.329 1.13 1.13 1.13 1.13 0.02 0.00 0.00
103 1D 0.000 -0.002 0.000 -0.157 0.149 0.329 1.13 1.13 1.13 1.13 0.02 0.00 0.00
103 1I 0.000 -0.137 0.000 -0.340 0.083 0.486 1.13 1.13 1.13 1.13 0.04 0.00 0.00
103 1J 0.000 -0.137 0.000 -0.340 0.083 0.486 1.13 1.13 1.13 1.13 0.04 0.00 0.00
103 1K 0.000 -0.061 0.000 -0.117 0.032 0.560 1.13 1.13 1.13 1.13 0.01 0.00 0.01
103 1L 0.000 -0.061 0.000 -0.117 0.032 0.560 1.13 1.13 1.13 1.13 0.01 0.00 0.01
103 2 0.000 -0.616 0.000 -1.428 0.217 0.536 1.13 1.13 1.13 1.13 0.15 0.00 0.01
103 7 0.000 0.152 0.000 0.436 0.071 1.195 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 148
104 1A 0.000 -0.228 0.000 -0.306 0.287 0.069 1.13 1.13 1.13 1.13 0.03 0.00 0.00
104 1B 0.000 -0.228 0.000 -0.306 0.287 0.069 1.13 1.13 1.13 1.13 0.03 0.00 0.00
104 1C 0.000 -0.005 0.000 -0.118 0.398 0.371 1.13 1.13 1.13 1.13 0.01 0.00 0.00
104 1D 0.000 -0.005 0.000 -0.118 0.398 0.371 1.13 1.13 1.13 1.13 0.01 0.00 0.00
104 1I 0.000 -0.165 0.000 -0.381 0.031 0.143 1.13 1.13 1.13 1.13 0.04 0.00 0.00
104 1J 0.000 -0.165 0.000 -0.381 0.031 0.143 1.13 1.13 1.13 1.13 0.04 0.00 0.00
104 1K 0.000 -0.068 0.000 -0.042 0.174 0.518 1.13 1.13 1.13 1.13 0.01 0.00 0.00
104 1L 0.000 -0.068 0.000 -0.042 0.174 0.518 1.13 1.13 1.13 1.13 0.01 0.00 0.00
104 2 0.000 -0.726 0.000 -1.408 0.143 0.348 1.13 1.13 1.13 1.13 0.15 0.00 0.00
104 7 0.000 0.192 0.000 0.552 0.105 0.900 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
105 1A 0.000 -0.294 0.000 -0.277 0.347 0.282 1.13 1.13 1.13 1.13 0.03 0.00 0.00
105 1B 0.000 -0.294 0.000 -0.277 0.347 0.282 1.13 1.13 1.13 1.13 0.03 0.00 0.00
105 1C 0.000 0.004 0.000 -0.051 0.860 0.475 1.13 1.13 1.13 1.13 0.01 0.00 0.01
105 1D 0.000 0.004 0.000 -0.051 0.860 0.475 1.13 1.13 1.13 1.13 0.01 0.00 0.01
105 1I 0.000 -0.222 0.000 -0.357 0.111 0.265 1.13 1.13 1.13 1.13 0.04 0.00 0.00
105 1J 0.000 -0.222 0.000 -0.357 0.111 0.265 1.13 1.13 1.13 1.13 0.04 0.00 0.00
105 1K 0.000 -0.068 0.000 0.029 0.476 0.719 1.13 1.13 1.13 1.13 0.01 0.00 0.01
105 1L 0.000 -0.068 0.000 0.029 0.476 0.719 1.13 1.13 1.13 1.13 0.01 0.00 0.01
105 2 0.000 -0.910 0.000 -1.187 0.103 1.612 1.13 1.13 1.13 1.13 0.13 0.00 0.02
105 7 0.000 0.263 0.000 0.582 0.142 0.323 1.13 1.13 1.13 1.13 0.06 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
106 1A 0.000 -0.380 0.000 -0.228 0.575 0.615 1.13 1.13 1.13 1.13 0.04 0.00 0.01
106 1B 0.000 -0.380 0.000 -0.228 0.575 0.615 1.13 1.13 1.13 1.13 0.04 0.00 0.01
106 1C 0.000 0.022 0.000 0.053 1.234 0.328 1.13 1.13 1.13 1.13 0.01 0.00 0.01
106 1D 0.000 0.022 0.000 0.053 1.234 0.328 1.13 1.13 1.13 1.13 0.01 0.00 0.01
106 1I 0.000 -0.320 0.000 -0.333 0.114 1.027 1.13 1.13 1.13 1.13 0.04 0.00 0.01
106 1J 0.000 -0.320 0.000 -0.333 0.114 1.027 1.13 1.13 1.13 1.13 0.04 0.00 0.01
106 1K 0.000 -0.038 0.000 0.158 0.703 0.516 1.13 1.13 1.13 1.13 0.02 0.00 0.01
106 1L 0.000 -0.038 0.000 0.158 0.703 0.516 1.13 1.13 1.13 1.13 0.02 0.00 0.01
106 2 0.000 -1.163 0.000 -0.730 0.529 2.390 1.13 1.13 1.13 1.13 0.13 0.00 0.02
106 7 0.000 0.403 0.000 0.461 0.048 1.001 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
107 1A 0.000 -0.275 0.000 -0.140 0.855 1.362 1.13 1.13 1.13 1.13 0.03 0.00 0.01
107 1B 0.000 -0.275 0.000 -0.140 0.855 1.362 1.13 1.13 1.13 1.13 0.03 0.00 0.01
107 1C 0.000 -0.017 0.000 0.015 0.555 1.295 1.13 1.13 1.13 1.13 0.01 0.00 0.01
107 1D 0.000 -0.017 0.000 0.015 0.555 1.295 1.13 1.13 1.13 1.13 0.01 0.00 0.01
107 1I 0.000 -0.240 0.000 -0.196 0.358 1.421 1.13 1.13 1.13 1.13 0.03 0.00 0.01
107 1J 0.000 -0.240 0.000 -0.196 0.358 1.421 1.13 1.13 1.13 1.13 0.03 0.00 0.01
107 1K 0.000 -0.053 0.000 0.071 0.054 1.180 1.13 1.13 1.13 1.13 0.01 0.00 0.01
107 1L 0.000 -0.053 0.000 0.071 0.054 1.180 1.13 1.13 1.13 1.13 0.01 0.00 0.01
107 2 0.000 -0.897 0.000 -0.293 0.884 1.795 1.13 1.13 1.13 1.13 0.10 0.00 0.02
107 7 0.000 0.124 0.000 -0.091 0.141 0.178 1.13 1.13 1.13 1.13 0.01 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
108 1A 0.000 -0.220 0.000 -0.200 0.728 0.957 1.13 1.13 1.13 1.13 0.02 0.00 0.01
108 1B 0.000 -0.220 0.000 -0.200 0.728 0.957 1.13 1.13 1.13 1.13 0.02 0.00 0.01
108 1C 0.000 -0.022 0.000 -0.067 0.490 1.058 1.13 1.13 1.13 1.13 0.01 0.00 0.01
108 1D 0.000 -0.022 0.000 -0.067 0.490 1.058 1.13 1.13 1.13 1.13 0.01 0.00 0.01
108 1I 0.000 -0.179 0.000 -0.244 0.267 0.823 1.13 1.13 1.13 1.13 0.03 0.00 0.01
108 1J 0.000 -0.179 0.000 -0.244 0.267 0.823 1.13 1.13 1.13 1.13 0.03 0.00 0.01
108 1K 0.000 -0.063 0.000 -0.023 0.068 1.145 1.13 1.13 1.13 1.13 0.01 0.00 0.01
108 1L 0.000 -0.063 0.000 -0.023 0.068 1.145 1.13 1.13 1.13 1.13 0.01 0.00 0.01
108 2 0.000 -0.764 0.000 -0.704 0.659 2.508 1.13 1.13 1.13 1.13 0.08 0.00 0.02
108 7 0.000 0.137 0.000 -0.018 0.098 1.097 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
109 1A 0.000 -0.188 0.000 -0.240 0.541 0.519 1.13 1.13 1.13 1.13 0.03 0.00 0.01
109 1B 0.000 -0.188 0.000 -0.240 0.541 0.519 1.13 1.13 1.13 1.13 0.03 0.00 0.01
109 1C 0.000 -0.016 0.000 -0.130 0.331 0.689 1.13 1.13 1.13 1.13 0.01 0.00 0.01
109 1D 0.000 -0.016 0.000 -0.130 0.331 0.689 1.13 1.13 1.13 1.13 0.01 0.00 0.01
109 1I 0.000 -0.146 0.000 -0.278 0.204 0.334 1.13 1.13 1.13 1.13 0.03 0.00 0.00
109 1J 0.000 -0.146 0.000 -0.278 0.204 0.334 1.13 1.13 1.13 1.13 0.03 0.00 0.00
109 1K 0.000 -0.058 0.000 -0.092 0.030 0.892 1.13 1.13 1.13 1.13 0.01 0.00 0.01
109 1L 0.000 -0.058 0.000 -0.092 0.030 0.892 1.13 1.13 1.13 1.13 0.01 0.00 0.01
109 2 0.000 -0.656 0.000 -1.049 0.505 1.824 1.13 1.13 1.13 1.13 0.11 0.00 0.02
109 7 0.000 0.133 0.000 0.121 0.069 1.250 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
110 1A 0.000 -0.172 0.000 -0.256 0.293 0.245 1.13 1.13 1.13 1.13 0.03 0.00 0.00
110 1B 0.000 -0.172 0.000 -0.256 0.293 0.245 1.13 1.13 1.13 1.13 0.03 0.00 0.00
110 1C 0.000 -0.015 0.000 -0.171 0.329 0.217 1.13 1.13 1.13 1.13 0.02 0.00 0.00
110 1D 0.000 -0.015 0.000 -0.171 0.329 0.217 1.13 1.13 1.13 1.13 0.02 0.00 0.00
110 1I 0.000 -0.129 0.000 -0.260 0.077 0.310 1.13 1.13 1.13 1.13 0.03 0.00 0.00
110 1J 0.000 -0.129 0.000 -0.260 0.077 0.310 1.13 1.13 1.13 1.13 0.03 0.00 0.00
110 1K 0.000 -0.058 0.000 -0.167 0.096 0.215 1.13 1.13 1.13 1.13 0.02 0.00 0.00
110 1L 0.000 -0.058 0.000 -0.167 0.096 0.215 1.13 1.13 1.13 1.13 0.02 0.00 0.00
110 2 0.000 -0.597 0.000 -1.266 0.460 1.203 1.13 1.13 1.13 1.13 0.14 0.00 0.01
110 7 0.000 0.139 0.000 0.277 0.077 1.278 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
111 1A 0.000 -0.174 0.000 -0.282 0.388 0.109 1.13 1.13 1.13 1.13 0.03 0.00 0.00
111 1B 0.000 -0.174 0.000 -0.282 0.388 0.109 1.13 1.13 1.13 1.13 0.03 0.00 0.00
111 1C 0.000 -0.021 0.000 -0.160 0.220 0.222 1.13 1.13 1.13 1.13 0.02 0.00 0.00
111 1D 0.000 -0.021 0.000 -0.160 0.220 0.222 1.13 1.13 1.13 1.13 0.02 0.00 0.00
111 1I 0.000 -0.130 0.000 -0.326 0.149 0.470 1.13 1.13 1.13 1.13 0.04 0.00 0.00
111 1J 0.000 -0.130 0.000 -0.326 0.149 0.470 1.13 1.13 1.13 1.13 0.04 0.00 0.00
111 1K 0.000 -0.065 0.000 -0.115 0.002 0.514 1.13 1.13 1.13 1.13 0.01 0.00 0.00
111 1L 0.000 -0.065 0.000 -0.115 0.002 0.514 1.13 1.13 1.13 1.13 0.01 0.00 0.00
111 2 0.000 -0.622 0.000 -1.378 0.477 0.525 1.13 1.13 1.13 1.13 0.15 0.00 0.01
111 7 0.000 0.159 0.000 0.421 0.091 1.172 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
112 1A 0.000 -0.197 0.000 -0.282 0.417 0.072 1.13 1.13 1.13 1.13 0.03 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 149
112 1B 0.000 -0.197 0.000 -0.282 0.417 0.072 1.13 1.13 1.13 1.13 0.03 0.00 0.00
112 1C 0.000 -0.023 0.000 -0.121 0.424 0.272 1.13 1.13 1.13 1.13 0.01 0.00 0.00
112 1D 0.000 -0.023 0.000 -0.121 0.424 0.272 1.13 1.13 1.13 1.13 0.01 0.00 0.00
112 1I 0.000 -0.153 0.000 -0.359 0.127 0.100 1.13 1.13 1.13 1.13 0.04 0.00 0.00
112 1J 0.000 -0.153 0.000 -0.359 0.127 0.100 1.13 1.13 1.13 1.13 0.04 0.00 0.00
112 1K 0.000 -0.067 0.000 -0.043 0.062 0.474 1.13 1.13 1.13 1.13 0.01 0.00 0.00
112 1L 0.000 -0.067 0.000 -0.043 0.062 0.474 1.13 1.13 1.13 1.13 0.01 0.00 0.00
112 2 0.000 -0.706 0.000 -1.337 0.565 0.344 1.13 1.13 1.13 1.13 0.14 0.00 0.01
112 7 0.000 0.194 0.000 0.527 0.123 0.877 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
113 1A 0.000 -0.236 0.000 -0.244 0.931 0.957 1.13 1.13 1.13 1.13 0.03 0.00 0.01
113 1B 0.000 -0.236 0.000 -0.244 0.931 0.957 1.13 1.13 1.13 1.13 0.03 0.00 0.01
113 1C 0.000 -0.029 0.000 -0.058 0.233 1.106 1.13 1.13 1.13 1.13 0.01 0.00 0.01
113 1D 0.000 -0.029 0.000 -0.058 0.233 1.106 1.13 1.13 1.13 1.13 0.01 0.00 0.01
113 1I 0.000 -0.193 0.000 -0.324 0.434 0.750 1.13 1.13 1.13 1.13 0.03 0.00 0.01
113 1J 0.000 -0.193 0.000 -0.324 0.434 0.750 1.13 1.13 1.13 1.13 0.03 0.00 0.01
113 1K 0.000 -0.073 0.000 0.022 0.144 1.146 1.13 1.13 1.13 1.13 0.01 0.00 0.01
113 1L 0.000 -0.073 0.000 0.022 0.144 1.146 1.13 1.13 1.13 1.13 0.01 0.00 0.01
113 2 0.000 -0.853 0.000 -1.094 0.730 1.566 1.13 1.13 1.13 1.13 0.12 0.00 0.01
113 7 0.000 0.253 0.000 0.542 0.134 0.308 1.13 1.13 1.13 1.13 0.06 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
114 1A 0.000 -0.301 0.000 -0.190 0.288 1.154 1.13 1.13 1.13 1.13 0.03 0.00 0.01
114 1B 0.000 -0.301 0.000 -0.190 0.288 1.154 1.13 1.13 1.13 1.13 0.03 0.00 0.01
114 1C 0.000 -0.025 0.000 0.041 1.009 1.022 1.13 1.13 1.13 1.13 0.01 0.00 0.01
114 1D 0.000 -0.025 0.000 0.041 1.009 1.022 1.13 1.13 1.13 1.13 0.01 0.00 0.01
114 1I 0.000 -0.272 0.000 -0.283 0.106 1.247 1.13 1.13 1.13 1.13 0.03 0.00 0.01
114 1J 0.000 -0.272 0.000 -0.283 0.106 1.247 1.13 1.13 1.13 1.13 0.03 0.00 0.01
114 1K 0.000 -0.054 0.000 0.135 0.466 0.811 1.13 1.13 1.13 1.13 0.01 0.00 0.01
114 1L 0.000 -0.054 0.000 0.135 0.466 0.811 1.13 1.13 1.13 1.13 0.01 0.00 0.01
114 2 0.000 -1.069 0.000 -0.625 0.975 2.330 1.13 1.13 1.13 1.13 0.12 0.00 0.02
114 7 0.000 0.360 0.000 0.396 0.160 0.956 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
115 1A 0.000 -0.215 0.000 -0.147 0.134 0.374 1.13 1.13 1.13 1.13 0.02 0.00 0.00
115 1B 0.000 -0.215 0.000 -0.147 0.134 0.374 1.13 1.13 1.13 1.13 0.02 0.00 0.00
115 1C 0.000 -0.042 0.000 0.024 0.886 0.520 1.13 1.13 1.13 1.13 0.01 0.00 0.01
115 1D 0.000 -0.042 0.000 0.024 0.886 0.520 1.13 1.13 1.13 1.13 0.01 0.00 0.01
115 1I 0.000 -0.206 0.000 -0.210 0.452 0.623 1.13 1.13 1.13 1.13 0.02 0.00 0.01
115 1J 0.000 -0.206 0.000 -0.210 0.452 0.623 1.13 1.13 1.13 1.13 0.02 0.00 0.01
115 1K 0.000 -0.051 0.000 0.087 0.711 0.404 1.13 1.13 1.13 1.13 0.01 0.00 0.01
115 1L 0.000 -0.051 0.000 0.087 0.711 0.404 1.13 1.13 1.13 1.13 0.01 0.00 0.01
115 2 0.000 -0.772 0.000 -0.246 2.532 2.339 1.13 1.13 1.13 1.13 0.08 0.00 0.02
115 7 0.000 0.119 0.000 -0.120 0.589 0.200 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
116 1A 0.000 -0.162 0.000 -0.199 0.444 0.367 1.13 1.13 1.13 1.13 0.02 0.00 0.00
116 1B 0.000 -0.162 0.000 -0.199 0.444 0.367 1.13 1.13 1.13 1.13 0.02 0.00 0.00
116 1C 0.000 -0.056 0.000 -0.070 0.271 0.593 1.13 1.13 1.13 1.13 0.01 0.00 0.01
116 1D 0.000 -0.056 0.000 -0.070 0.271 0.593 1.13 1.13 1.13 1.13 0.01 0.00 0.01
116 1I 0.000 -0.154 0.000 -0.250 0.336 0.189 1.13 1.13 1.13 1.13 0.03 0.00 0.00
116 1J 0.000 -0.154 0.000 -0.250 0.336 0.189 1.13 1.13 1.13 1.13 0.03 0.00 0.00
116 1K 0.000 -0.064 0.000 -0.020 0.354 0.652 1.13 1.13 1.13 1.13 0.01 0.00 0.01
116 1L 0.000 -0.064 0.000 -0.020 0.354 0.652 1.13 1.13 1.13 1.13 0.01 0.00 0.01
116 2 0.000 -0.681 0.000 -0.692 1.583 2.864 1.13 1.13 1.13 1.13 0.07 0.00 0.03
116 7 0.000 0.130 0.000 -0.028 0.401 1.237 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
117 1A 0.000 -0.153 0.000 -0.243 0.544 0.223 1.13 1.13 1.13 1.13 0.03 0.00 0.01
117 1B 0.000 -0.153 0.000 -0.243 0.544 0.223 1.13 1.13 1.13 1.13 0.03 0.00 0.01
117 1C 0.000 -0.037 0.000 -0.126 0.119 0.442 1.13 1.13 1.13 1.13 0.01 0.00 0.00
117 1D 0.000 -0.037 0.000 -0.126 0.119 0.442 1.13 1.13 1.13 1.13 0.01 0.00 0.00
117 1I 0.000 -0.132 0.000 -0.279 0.245 0.056 1.13 1.13 1.13 1.13 0.03 0.00 0.00
117 1J 0.000 -0.132 0.000 -0.279 0.245 0.056 1.13 1.13 1.13 1.13 0.03 0.00 0.00
117 1K 0.000 -0.058 0.000 -0.090 0.112 0.566 1.13 1.13 1.13 1.13 0.01 0.00 0.01
117 1L 0.000 -0.058 0.000 -0.090 0.112 0.566 1.13 1.13 1.13 1.13 0.01 0.00 0.01
117 2 0.000 -0.602 0.000 -1.028 0.870 1.948 1.13 1.13 1.13 1.13 0.11 0.00 0.02
117 7 0.000 0.129 0.000 0.124 0.179 1.272 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
118 1A 0.000 -0.146 0.000 -0.252 0.470 0.144 1.13 1.13 1.13 1.13 0.03 0.00 0.00
118 1B 0.000 -0.146 0.000 -0.252 0.470 0.144 1.13 1.13 1.13 1.13 0.03 0.00 0.00
118 1C 0.000 -0.033 0.000 -0.173 0.184 0.154 1.13 1.13 1.13 1.13 0.02 0.00 0.00
118 1D 0.000 -0.033 0.000 -0.173 0.184 0.154 1.13 1.13 1.13 1.13 0.02 0.00 0.00
118 1I 0.000 -0.119 0.000 -0.257 0.207 0.159 1.13 1.13 1.13 1.13 0.03 0.00 0.00
118 1J 0.000 -0.119 0.000 -0.257 0.207 0.159 1.13 1.13 1.13 1.13 0.03 0.00 0.00
118 1K 0.000 -0.061 0.000 -0.168 0.040 0.084 1.13 1.13 1.13 1.13 0.02 0.00 0.00
118 1L 0.000 -0.061 0.000 -0.168 0.040 0.084 1.13 1.13 1.13 1.13 0.02 0.00 0.00
118 2 0.000 -0.579 0.000 -1.252 0.618 1.236 1.13 1.13 1.13 1.13 0.13 0.00 0.01
118 7 0.000 0.138 0.000 0.274 0.117 1.282 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
119 1A 0.000 -0.145 0.000 -0.272 0.507 0.013 1.13 1.13 1.13 1.13 0.03 0.00 0.00
119 1B 0.000 -0.145 0.000 -0.272 0.507 0.013 1.13 1.13 1.13 1.13 0.03 0.00 0.00
119 1C 0.000 -0.036 0.000 -0.163 0.130 0.318 1.13 1.13 1.13 1.13 0.02 0.00 0.00
119 1D 0.000 -0.036 0.000 -0.163 0.130 0.318 1.13 1.13 1.13 1.13 0.02 0.00 0.00
119 1I 0.000 -0.118 0.000 -0.319 0.268 0.294 1.13 1.13 1.13 1.13 0.03 0.00 0.00
119 1J 0.000 -0.118 0.000 -0.319 0.268 0.294 1.13 1.13 1.13 1.13 0.03 0.00 0.00
119 1K 0.000 -0.063 0.000 -0.116 0.137 0.677 1.13 1.13 1.13 1.13 0.01 0.00 0.01
119 1L 0.000 -0.063 0.000 -0.116 0.137 0.677 1.13 1.13 1.13 1.13 0.01 0.00 0.01
119 2 0.000 -0.596 0.000 -1.353 0.608 0.476 1.13 1.13 1.13 1.13 0.15 0.00 0.01
119 7 0.000 0.160 0.000 0.412 0.088 1.160 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
120 1A 0.000 -0.154 0.000 -0.271 0.474 0.537 1.13 1.13 1.13 1.13 0.03 0.00 0.01
120 1B 0.000 -0.154 0.000 -0.271 0.474 0.537 1.13 1.13 1.13 1.13 0.03 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 150
120 1C 0.000 -0.037 0.000 -0.122 0.143 0.767 1.13 1.13 1.13 1.13 0.01 0.00 0.01
120 1D 0.000 -0.037 0.000 -0.122 0.143 0.767 1.13 1.13 1.13 1.13 0.01 0.00 0.01
120 1I 0.000 -0.133 0.000 -0.352 0.183 0.279 1.13 1.13 1.13 1.13 0.04 0.00 0.00
120 1J 0.000 -0.133 0.000 -0.352 0.183 0.279 1.13 1.13 1.13 1.13 0.04 0.00 0.00
120 1K 0.000 -0.058 0.000 -0.041 0.142 0.937 1.13 1.13 1.13 1.13 0.01 0.00 0.01
120 1L 0.000 -0.058 0.000 -0.041 0.142 0.937 1.13 1.13 1.13 1.13 0.01 0.00 0.01
120 2 0.000 -0.641 0.000 -1.301 0.863 0.482 1.13 1.13 1.13 1.13 0.14 0.00 0.01
120 7 0.000 0.189 0.000 0.514 0.117 0.855 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
121 1A 0.000 -0.172 0.000 -0.238 0.770 0.552 1.13 1.13 1.13 1.13 0.03 0.00 0.01
121 1B 0.000 -0.172 0.000 -0.238 0.770 0.552 1.13 1.13 1.13 1.13 0.03 0.00 0.01
121 1C 0.000 -0.054 0.000 -0.060 0.653 0.853 1.13 1.13 1.13 1.13 0.01 0.00 0.01
121 1D 0.000 -0.054 0.000 -0.060 0.653 0.853 1.13 1.13 1.13 1.13 0.01 0.00 0.01
121 1I 0.000 -0.162 0.000 -0.328 0.571 0.359 1.13 1.13 1.13 1.13 0.04 0.00 0.01
121 1J 0.000 -0.162 0.000 -0.328 0.571 0.359 1.13 1.13 1.13 1.13 0.04 0.00 0.01
121 1K 0.000 -0.064 0.000 0.029 0.694 0.967 1.13 1.13 1.13 1.13 0.01 0.00 0.01
121 1L 0.000 -0.064 0.000 0.029 0.694 0.967 1.13 1.13 1.13 1.13 0.01 0.00 0.01
121 2 0.000 -0.725 0.000 -1.052 1.459 1.802 1.13 1.13 1.13 1.13 0.11 0.00 0.02
121 7 0.000 0.223 0.000 0.529 0.089 0.392 1.13 1.13 1.13 1.13 0.06 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
122 1A 0.000 -0.239 0.000 -0.191 0.297 1.256 1.13 1.13 1.13 1.13 0.03 0.00 0.01
122 1B 0.000 -0.239 0.000 -0.191 0.297 1.256 1.13 1.13 1.13 1.13 0.03 0.00 0.01
122 1C 0.000 -0.038 0.000 0.049 0.531 1.371 1.13 1.13 1.13 1.13 0.01 0.00 0.01
122 1D 0.000 -0.038 0.000 0.049 0.531 1.371 1.13 1.13 1.13 1.13 0.01 0.00 0.01
122 1I 0.000 -0.234 0.000 -0.302 0.114 1.594 1.13 1.13 1.13 1.13 0.03 0.00 0.02
122 1J 0.000 -0.234 0.000 -0.302 0.114 1.594 1.13 1.13 1.13 1.13 0.03 0.00 0.02
122 1K 0.000 -0.042 0.000 0.161 0.475 1.172 1.13 1.13 1.13 1.13 0.02 0.00 0.01
122 1L 0.000 -0.042 0.000 0.161 0.475 1.172 1.13 1.13 1.13 1.13 0.02 0.00 0.01
122 2 0.000 -0.918 0.000 -0.603 2.467 3.084 1.13 1.13 1.13 1.13 0.10 0.00 0.03
122 7 0.000 0.317 0.000 0.409 0.269 1.235 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
123 1A 0.000 -0.290 0.000 -0.195 1.346 0.781 1.13 1.13 1.13 1.13 0.03 0.00 0.01
123 1B 0.000 -0.290 0.000 -0.195 1.346 0.781 1.13 1.13 1.13 1.13 0.03 0.00 0.01
123 1C 0.000 0.098 0.000 0.072 2.862 1.636 1.13 1.13 1.13 1.13 0.01 0.00 0.03
123 1D 0.000 0.098 0.000 0.072 2.862 1.636 1.13 1.13 1.13 1.13 0.01 0.00 0.03
123 1I 0.000 -0.208 0.000 -0.254 0.163 0.817 1.13 1.13 1.13 1.13 0.03 0.00 0.01
123 1J 0.000 -0.208 0.000 -0.254 0.163 0.817 1.13 1.13 1.13 1.13 0.03 0.00 0.01
123 1K 0.000 0.016 0.000 0.131 2.041 1.051 1.13 1.13 1.13 1.13 0.01 0.00 0.02
123 1L 0.000 0.016 0.000 0.131 2.041 1.051 1.13 1.13 1.13 1.13 0.01 0.00 0.02
123 2 0.000 -0.580 0.000 -0.211 4.324 3.926 1.13 1.13 1.13 1.13 0.06 0.00 0.04
123 7 0.000 0.095 0.000 -0.181 1.044 0.320 1.13 1.13 1.13 1.13 0.02 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
124 1A 0.000 -0.164 0.000 -0.232 0.054 0.611 1.13 1.13 1.13 1.13 0.02 0.00 0.01
124 1B 0.000 -0.164 0.000 -0.232 0.054 0.611 1.13 1.13 1.13 1.13 0.02 0.00 0.01
124 1C 0.000 -0.014 0.000 -0.052 1.187 1.243 1.13 1.13 1.13 1.13 0.01 0.00 0.01
124 1D 0.000 -0.014 0.000 -0.052 1.187 1.243 1.13 1.13 1.13 1.13 0.01 0.00 0.01
124 1I 0.000 -0.146 0.000 -0.272 0.149 0.110 1.13 1.13 1.13 1.13 0.03 0.00 0.00
124 1J 0.000 -0.146 0.000 -0.272 0.149 0.110 1.13 1.13 1.13 1.13 0.03 0.00 0.00
124 1K 0.000 -0.032 0.000 -0.011 0.897 1.192 1.13 1.13 1.13 1.13 0.01 0.00 0.01
124 1L 0.000 -0.032 0.000 -0.011 0.897 1.192 1.13 1.13 1.13 1.13 0.01 0.00 0.01
124 2 0.000 -0.563 0.000 -0.727 2.613 3.592 1.13 1.13 1.13 1.13 0.08 0.00 0.03
124 7 0.000 0.106 0.000 -0.043 0.923 1.522 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
125 1A 0.000 -0.122 0.000 -0.255 0.440 0.294 1.13 1.13 1.13 1.13 0.03 0.00 0.00
125 1B 0.000 -0.122 0.000 -0.255 0.440 0.294 1.13 1.13 1.13 1.13 0.03 0.00 0.00
125 1C 0.000 -0.047 0.000 -0.123 0.149 0.647 1.13 1.13 1.13 1.13 0.01 0.00 0.01
125 1D 0.000 -0.047 0.000 -0.123 0.149 0.647 1.13 1.13 1.13 1.13 0.01 0.00 0.01
125 1I 0.000 -0.117 0.000 -0.285 0.214 0.066 1.13 1.13 1.13 1.13 0.03 0.00 0.00
125 1J 0.000 -0.117 0.000 -0.285 0.214 0.066 1.13 1.13 1.13 1.13 0.03 0.00 0.00
125 1K 0.000 -0.052 0.000 -0.093 0.215 0.740 1.13 1.13 1.13 1.13 0.01 0.00 0.01
125 1L 0.000 -0.052 0.000 -0.093 0.215 0.740 1.13 1.13 1.13 1.13 0.01 0.00 0.01
125 2 0.000 -0.542 0.000 -1.051 1.111 2.264 1.13 1.13 1.13 1.13 0.11 0.00 0.02
125 7 0.000 0.112 0.000 0.126 0.339 1.359 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
126 1A 0.000 -0.120 0.000 -0.253 0.430 0.159 1.13 1.13 1.13 1.13 0.03 0.00 0.00
126 1B 0.000 -0.120 0.000 -0.253 0.430 0.159 1.13 1.13 1.13 1.13 0.03 0.00 0.00
126 1C 0.000 -0.046 0.000 -0.175 0.070 0.220 1.13 1.13 1.13 1.13 0.02 0.00 0.00
126 1D 0.000 -0.046 0.000 -0.175 0.070 0.220 1.13 1.13 1.13 1.13 0.02 0.00 0.00
126 1I 0.000 -0.106 0.000 -0.258 0.177 0.151 1.13 1.13 1.13 1.13 0.03 0.00 0.00
126 1J 0.000 -0.106 0.000 -0.258 0.177 0.151 1.13 1.13 1.13 1.13 0.03 0.00 0.00
126 1K 0.000 -0.060 0.000 -0.170 0.080 0.112 1.13 1.13 1.13 1.13 0.02 0.00 0.00
126 1L 0.000 -0.060 0.000 -0.170 0.080 0.112 1.13 1.13 1.13 1.13 0.02 0.00 0.00
126 2 0.000 -0.546 0.000 -1.256 0.605 1.334 1.13 1.13 1.13 1.13 0.14 0.00 0.01
126 7 0.000 0.132 0.000 0.272 0.134 1.322 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
127 1A 0.000 -0.116 0.000 -0.269 0.532 0.117 1.13 1.13 1.13 1.13 0.03 0.00 0.01
127 1B 0.000 -0.116 0.000 -0.269 0.532 0.117 1.13 1.13 1.13 1.13 0.03 0.00 0.01
127 1C 0.000 -0.047 0.000 -0.167 0.051 0.213 1.13 1.13 1.13 1.13 0.02 0.00 0.00
127 1D 0.000 -0.047 0.000 -0.167 0.051 0.213 1.13 1.13 1.13 1.13 0.02 0.00 0.00
127 1I 0.000 -0.105 0.000 -0.318 0.323 0.454 1.13 1.13 1.13 1.13 0.03 0.00 0.00
127 1J 0.000 -0.105 0.000 -0.318 0.323 0.454 1.13 1.13 1.13 1.13 0.03 0.00 0.00
127 1K 0.000 -0.058 0.000 -0.119 0.271 0.538 1.13 1.13 1.13 1.13 0.01 0.00 0.01
127 1L 0.000 -0.058 0.000 -0.119 0.271 0.538 1.13 1.13 1.13 1.13 0.01 0.00 0.01
127 2 0.000 -0.557 0.000 -1.347 0.547 0.402 1.13 1.13 1.13 1.13 0.14 0.00 0.01
127 7 0.000 0.158 0.000 0.406 0.036 1.171 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
128 1A 0.000 -0.116 0.000 -0.279 0.449 0.135 1.13 1.13 1.13 1.13 0.03 0.00 0.00
128 1B 0.000 -0.116 0.000 -0.279 0.449 0.135 1.13 1.13 1.13 1.13 0.03 0.00 0.00
128 1C 0.000 -0.047 0.000 -0.124 0.203 0.516 1.13 1.13 1.13 1.13 0.01 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 151
128 1D 0.000 -0.047 0.000 -0.124 0.203 0.516 1.13 1.13 1.13 1.13 0.01 0.00 0.00
128 1I 0.000 -0.117 0.000 -0.358 0.194 0.207 1.13 1.13 1.13 1.13 0.04 0.00 0.00
128 1J 0.000 -0.117 0.000 -0.358 0.194 0.207 1.13 1.13 1.13 1.13 0.04 0.00 0.00
128 1K 0.000 -0.046 0.000 -0.045 0.307 0.721 1.13 1.13 1.13 1.13 0.01 0.00 0.01
128 1L 0.000 -0.046 0.000 -0.045 0.307 0.721 1.13 1.13 1.13 1.13 0.01 0.00 0.01
128 2 0.000 -0.568 0.000 -1.305 0.881 0.774 1.13 1.13 1.13 1.13 0.14 0.00 0.01
128 7 0.000 0.185 0.000 0.509 0.062 0.839 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
129 1A 0.000 -0.160 0.000 -0.261 0.052 0.371 1.13 1.13 1.13 1.13 0.03 0.00 0.00
129 1B 0.000 -0.160 0.000 -0.261 0.052 0.371 1.13 1.13 1.13 1.13 0.03 0.00 0.00
129 1C 0.000 -0.014 0.000 -0.056 1.376 1.165 1.13 1.13 1.13 1.13 0.01 0.00 0.01
129 1D 0.000 -0.014 0.000 -0.056 1.376 1.165 1.13 1.13 1.13 1.13 0.01 0.00 0.01
129 1I 0.000 -0.152 0.000 -0.355 0.121 0.156 1.13 1.13 1.13 1.13 0.04 0.00 0.00
129 1J 0.000 -0.152 0.000 -0.355 0.121 0.156 1.13 1.13 1.13 1.13 0.04 0.00 0.00
129 1K 0.000 -0.023 0.000 0.038 1.203 1.398 1.13 1.13 1.13 1.13 0.01 0.00 0.01
129 1L 0.000 -0.023 0.000 0.038 1.203 1.398 1.13 1.13 1.13 1.13 0.01 0.00 0.01
129 2 0.000 -0.604 0.000 -1.111 1.888 2.285 1.13 1.13 1.13 1.13 0.12 0.00 0.02
129 7 0.000 0.193 0.000 0.544 0.347 0.540 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
130 1A 0.000 -0.302 0.000 -0.243 1.192 0.676 1.13 1.13 1.13 1.13 0.03 0.00 0.01
130 1B 0.000 -0.302 0.000 -0.243 1.192 0.676 1.13 1.13 1.13 1.13 0.03 0.00 0.01
130 1C 0.000 0.109 0.000 0.098 3.159 1.547 1.13 1.13 1.13 1.13 0.01 0.00 0.03
130 1D 0.000 0.109 0.000 0.098 3.159 1.547 1.13 1.13 1.13 1.13 0.01 0.00 0.03
130 1I 0.000 -0.232 0.000 -0.365 0.255 0.928 1.13 1.13 1.13 1.13 0.04 0.00 0.01
130 1J 0.000 -0.232 0.000 -0.365 0.255 0.928 1.13 1.13 1.13 1.13 0.04 0.00 0.01
130 1K 0.000 0.038 0.000 0.221 2.729 1.119 1.13 1.13 1.13 1.13 0.02 0.00 0.03
130 1L 0.000 0.038 0.000 0.221 2.729 1.119 1.13 1.13 1.13 1.13 0.02 0.00 0.03
130 2 0.000 -0.711 0.000 -0.679 4.154 5.168 1.13 1.13 1.13 1.13 0.08 0.00 0.05
130 7 0.000 0.277 0.000 0.515 0.444 1.955 1.13 1.13 1.13 1.13 0.06 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
131 1A 0.000 -0.503 0.000 -0.320 0.540 0.866 1.13 1.13 1.13 1.13 0.05 0.00 0.01
131 1B 0.000 -0.503 0.000 -0.320 0.540 0.866 1.13 1.13 1.13 1.13 0.05 0.00 0.01
131 1C 0.000 0.443 0.000 0.218 2.877 2.867 1.13 1.13 1.13 1.13 0.05 0.00 0.03
131 1D 0.000 0.443 0.000 0.218 2.877 2.867 1.13 1.13 1.13 1.13 0.05 0.00 0.03
131 1I 0.000 -0.311 0.000 -0.447 0.841 0.908 1.13 1.13 1.13 1.13 0.05 0.00 0.01
131 1J 0.000 -0.311 0.000 -0.447 0.841 0.908 1.13 1.13 1.13 1.13 0.05 0.00 0.01
131 1K 0.000 0.250 0.000 0.344 1.994 2.016 1.13 1.13 1.13 1.13 0.04 0.00 0.02
131 1L 0.000 0.250 0.000 0.344 1.994 2.016 1.13 1.13 1.13 1.13 0.04 0.00 0.02
131 2 0.000 -0.197 0.000 -0.093 7.119 7.764 1.13 1.13 1.13 1.13 0.02 0.00 0.07
131 7 0.000 0.017 0.000 -0.293 1.259 0.258 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
132 1A 0.000 -0.159 0.000 -0.261 0.270 0.434 1.13 1.13 1.13 1.13 0.03 0.00 0.00
132 1B 0.000 -0.159 0.000 -0.261 0.270 0.434 1.13 1.13 1.13 1.13 0.03 0.00 0.00
132 1C 0.000 0.043 0.000 -0.026 1.120 1.589 1.13 1.13 1.13 1.13 0.01 0.00 0.02
132 1D 0.000 0.043 0.000 -0.026 1.120 1.589 1.13 1.13 1.13 1.13 0.01 0.00 0.02
132 1I 0.000 -0.123 0.000 -0.318 0.324 0.251 1.13 1.13 1.13 1.13 0.03 0.00 0.00
132 1J 0.000 -0.123 0.000 -0.318 0.324 0.251 1.13 1.13 1.13 1.13 0.03 0.00 0.00
132 1K 0.000 0.007 0.000 0.031 0.685 1.723 1.13 1.13 1.13 1.13 0.01 0.00 0.02
132 1L 0.000 0.007 0.000 0.031 0.685 1.723 1.13 1.13 1.13 1.13 0.01 0.00 0.02
132 2 0.000 -0.367 0.000 -0.726 1.995 4.424 1.13 1.13 1.13 1.13 0.08 0.00 0.04
132 7 0.000 0.042 0.000 -0.059 0.588 1.545 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
133 1A 0.000 -0.106 0.000 -0.263 0.441 0.249 1.13 1.13 1.13 1.13 0.03 0.00 0.00
133 1B 0.000 -0.106 0.000 -0.263 0.441 0.249 1.13 1.13 1.13 1.13 0.03 0.00 0.00
133 1C 0.000 -0.039 0.000 -0.120 0.174 0.680 1.13 1.13 1.13 1.13 0.01 0.00 0.01
133 1D 0.000 -0.039 0.000 -0.120 0.174 0.680 1.13 1.13 1.13 1.13 0.01 0.00 0.01
133 1I 0.000 -0.109 0.000 -0.291 0.175 0.136 1.13 1.13 1.13 1.13 0.03 0.00 0.00
133 1J 0.000 -0.109 0.000 -0.291 0.175 0.136 1.13 1.13 1.13 1.13 0.03 0.00 0.00
133 1K 0.000 -0.036 0.000 -0.092 0.172 0.878 1.13 1.13 1.13 1.13 0.01 0.00 0.01
133 1L 0.000 -0.036 0.000 -0.092 0.172 0.878 1.13 1.13 1.13 1.13 0.01 0.00 0.01
133 2 0.000 -0.466 0.000 -1.064 0.707 2.746 1.13 1.13 1.13 1.13 0.11 0.00 0.03
133 7 0.000 0.086 0.000 0.125 0.256 1.520 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
134 1A 0.000 -0.101 0.000 -0.250 0.307 0.122 1.13 1.13 1.13 1.13 0.03 0.00 0.00
134 1B 0.000 -0.101 0.000 -0.250 0.307 0.122 1.13 1.13 1.13 1.13 0.03 0.00 0.00
134 1C 0.000 -0.053 0.000 -0.182 0.006 0.207 1.13 1.13 1.13 1.13 0.02 0.00 0.00
134 1D 0.000 -0.053 0.000 -0.182 0.006 0.207 1.13 1.13 1.13 1.13 0.02 0.00 0.00
134 1I 0.000 -0.095 0.000 -0.256 0.116 0.119 1.13 1.13 1.13 1.13 0.03 0.00 0.00
134 1J 0.000 -0.095 0.000 -0.256 0.116 0.119 1.13 1.13 1.13 1.13 0.03 0.00 0.00
134 1K 0.000 -0.058 0.000 -0.176 0.053 0.110 1.13 1.13 1.13 1.13 0.02 0.00 0.00
134 1L 0.000 -0.058 0.000 -0.176 0.053 0.110 1.13 1.13 1.13 1.13 0.02 0.00 0.00
134 2 0.000 -0.511 0.000 -1.261 0.309 1.465 1.13 1.13 1.13 1.13 0.14 0.00 0.01
134 7 0.000 0.122 0.000 0.269 0.077 1.389 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
135 1A 0.000 -0.096 0.000 -0.267 0.281 0.318 1.13 1.13 1.13 1.13 0.03 0.00 0.00
135 1B 0.000 -0.096 0.000 -0.267 0.281 0.318 1.13 1.13 1.13 1.13 0.03 0.00 0.00
135 1C 0.000 -0.053 0.000 -0.175 0.015 0.041 1.13 1.13 1.13 1.13 0.02 0.00 0.00
135 1D 0.000 -0.053 0.000 -0.175 0.015 0.041 1.13 1.13 1.13 1.13 0.02 0.00 0.00
135 1I 0.000 -0.095 0.000 -0.315 0.157 0.572 1.13 1.13 1.13 1.13 0.03 0.00 0.01
135 1J 0.000 -0.095 0.000 -0.315 0.157 0.572 1.13 1.13 1.13 1.13 0.03 0.00 0.01
135 1K 0.000 -0.054 0.000 -0.127 0.112 0.444 1.13 1.13 1.13 1.13 0.01 0.00 0.00
135 1L 0.000 -0.054 0.000 -0.127 0.112 0.444 1.13 1.13 1.13 1.13 0.01 0.00 0.00
135 2 0.000 -0.525 0.000 -1.351 0.257 0.338 1.13 1.13 1.13 1.13 0.15 0.00 0.00
135 7 0.000 0.155 0.000 0.399 0.001 1.214 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
136 1A 0.000 -0.098 0.000 -0.288 0.550 0.043 1.13 1.13 1.13 1.13 0.03 0.00 0.01
136 1B 0.000 -0.098 0.000 -0.288 0.550 0.043 1.13 1.13 1.13 1.13 0.03 0.00 0.01
136 1C 0.000 -0.035 0.000 -0.122 0.305 0.449 1.13 1.13 1.13 1.13 0.01 0.00 0.00
136 1D 0.000 -0.035 0.000 -0.122 0.305 0.449 1.13 1.13 1.13 1.13 0.01 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 152
136 1I 0.000 -0.111 0.000 -0.364 0.231 0.434 1.13 1.13 1.13 1.13 0.04 0.00 0.00
136 1J 0.000 -0.111 0.000 -0.364 0.231 0.434 1.13 1.13 1.13 1.13 0.04 0.00 0.00
136 1K 0.000 -0.022 0.000 -0.046 0.300 0.821 1.13 1.13 1.13 1.13 0.01 0.00 0.01
136 1L 0.000 -0.022 0.000 -0.046 0.300 0.821 1.13 1.13 1.13 1.13 0.01 0.00 0.01
136 2 0.000 -0.512 0.000 -1.324 0.474 1.152 1.13 1.13 1.13 1.13 0.14 0.00 0.01
136 7 0.000 0.189 0.000 0.506 0.118 0.874 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
137 1A 0.000 -0.148 0.000 -0.297 0.306 0.254 1.13 1.13 1.13 1.13 0.03 0.00 0.00
137 1B 0.000 -0.148 0.000 -0.297 0.306 0.254 1.13 1.13 1.13 1.13 0.03 0.00 0.00
137 1C 0.000 0.048 0.000 -0.027 1.217 1.703 1.13 1.13 1.13 1.13 0.01 0.00 0.02
137 1D 0.000 0.048 0.000 -0.027 1.217 1.703 1.13 1.13 1.13 1.13 0.01 0.00 0.02
137 1I 0.000 -0.126 0.000 -0.424 0.361 0.730 1.13 1.13 1.13 1.13 0.05 0.00 0.01
137 1J 0.000 -0.126 0.000 -0.424 0.361 0.730 1.13 1.13 1.13 1.13 0.05 0.00 0.01
137 1K 0.000 0.026 0.000 0.100 0.849 2.205 1.13 1.13 1.13 1.13 0.01 0.00 0.02
137 1L 0.000 0.026 0.000 0.100 0.849 2.205 1.13 1.13 1.13 1.13 0.01 0.00 0.02
137 2 0.000 -0.449 0.000 -1.152 1.681 3.461 1.13 1.13 1.13 1.13 0.12 0.00 0.03
137 7 0.000 0.209 0.000 0.584 0.016 0.083 1.13 1.13 1.13 1.13 0.06 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
138 1A 0.000 -0.498 0.000 -0.381 0.280 0.941 1.13 1.13 1.13 1.13 0.05 0.00 0.01
138 1B 0.000 -0.498 0.000 -0.381 0.280 0.941 1.13 1.13 1.13 1.13 0.05 0.00 0.01
138 1C 0.000 0.465 0.000 0.257 3.282 3.056 1.13 1.13 1.13 1.13 0.05 0.00 0.03
138 1D 0.000 0.465 0.000 0.257 3.282 3.056 1.13 1.13 1.13 1.13 0.05 0.00 0.03
138 1I 0.000 -0.377 0.000 -0.659 1.123 0.946 1.13 1.13 1.13 1.13 0.07 0.00 0.01
138 1J 0.000 -0.377 0.000 -0.659 1.123 0.946 1.13 1.13 1.13 1.13 0.07 0.00 0.01
138 1K 0.000 0.343 0.000 0.535 2.524 2.338 1.13 1.13 1.13 1.13 0.06 0.00 0.02
138 1L 0.000 0.343 0.000 0.535 2.524 2.338 1.13 1.13 1.13 1.13 0.06 0.00 0.02
138 2 0.000 -0.288 0.000 -0.738 7.802 10.921 1.13 1.13 1.13 1.13 0.08 0.00 0.10
138 7 0.000 0.185 0.000 0.675 1.730 4.428 1.13 1.13 1.13 1.13 0.07 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
139 1A 0.000 -0.519 0.000 -0.314 0.008 3.999 1.13 1.13 1.13 1.13 0.06 0.00 0.04
139 1B 0.000 -0.519 0.000 -0.314 0.008 3.999 1.13 1.13 1.13 1.13 0.06 0.00 0.04
139 1C 0.000 0.573 0.000 0.243 0.016 1.412 1.13 1.13 1.13 1.13 0.06 0.00 0.01
139 1D 0.000 0.573 0.000 0.243 0.016 1.412 1.13 1.13 1.13 1.13 0.06 0.00 0.01
139 1I 0.000 -0.184 0.000 -0.410 0.001 1.252 1.13 1.13 1.13 1.13 0.04 0.00 0.01
139 1J 0.000 -0.184 0.000 -0.410 0.001 1.252 1.13 1.13 1.13 1.13 0.04 0.00 0.01
139 1K 0.000 0.238 0.000 0.339 0.007 0.286 1.13 1.13 1.13 1.13 0.04 0.00 0.00
139 1L 0.000 0.238 0.000 0.339 0.007 0.286 1.13 1.13 1.13 1.13 0.04 0.00 0.00
139 2 0.000 0.126 0.000 0.040 0.009 10.451 1.13 1.13 1.13 1.13 0.01 0.00 0.10
139 7 0.000 -0.064 0.000 -0.368 0.003 0.055 1.13 1.13 1.13 1.13 0.04 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
140 1A 0.000 -0.111 0.000 -0.226 0.425 2.373 1.13 1.13 1.13 1.13 0.02 0.00 0.02
140 1B 0.000 -0.111 0.000 -0.226 0.425 2.373 1.13 1.13 1.13 1.13 0.02 0.00 0.02
140 1C 0.000 0.026 0.000 -0.054 0.411 0.978 1.13 1.13 1.13 1.13 0.01 0.00 0.01
140 1D 0.000 0.026 0.000 -0.054 0.411 0.978 1.13 1.13 1.13 1.13 0.01 0.00 0.01
140 1I 0.000 -0.109 0.000 -0.304 0.155 1.402 1.13 1.13 1.13 1.13 0.03 0.00 0.01
140 1J 0.000 -0.109 0.000 -0.304 0.155 1.402 1.13 1.13 1.13 1.13 0.03 0.00 0.01
140 1K 0.000 0.023 0.000 0.024 0.152 0.965 1.13 1.13 1.13 1.13 0.01 0.00 0.01
140 1L 0.000 0.023 0.000 0.024 0.152 0.965 1.13 1.13 1.13 1.13 0.01 0.00 0.01
140 2 0.000 -0.257 0.000 -0.695 0.019 4.950 1.13 1.13 1.13 1.13 0.07 0.00 0.05
140 7 0.000 -0.008 0.000 -0.063 0.007 1.492 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
141 1A 0.000 -0.095 0.000 -0.243 0.241 0.188 1.13 1.13 1.13 1.13 0.03 0.00 0.00
141 1B 0.000 -0.095 0.000 -0.243 0.241 0.188 1.13 1.13 1.13 1.13 0.03 0.00 0.00
141 1C 0.000 -0.040 0.000 -0.140 0.242 0.613 1.13 1.13 1.13 1.13 0.02 0.00 0.01
141 1D 0.000 -0.040 0.000 -0.140 0.242 0.613 1.13 1.13 1.13 1.13 0.02 0.00 0.01
141 1I 0.000 -0.099 0.000 -0.282 0.085 0.150 1.13 1.13 1.13 1.13 0.03 0.00 0.00
141 1J 0.000 -0.099 0.000 -0.282 0.085 0.150 1.13 1.13 1.13 1.13 0.03 0.00 0.00
141 1K 0.000 -0.036 0.000 -0.101 0.085 0.945 1.13 1.13 1.13 1.13 0.01 0.00 0.01
141 1L 0.000 -0.036 0.000 -0.101 0.085 0.945 1.13 1.13 1.13 1.13 0.01 0.00 0.01
141 2 0.000 -0.435 0.000 -1.060 0.014 2.923 1.13 1.13 1.13 1.13 0.11 0.00 0.03
141 7 0.000 0.076 0.000 0.125 0.006 1.600 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
142 1A 0.000 -0.089 0.000 -0.238 0.114 0.112 1.13 1.13 1.13 1.13 0.03 0.00 0.00
142 1B 0.000 -0.089 0.000 -0.238 0.114 0.112 1.13 1.13 1.13 1.13 0.03 0.00 0.00
142 1C 0.000 -0.061 0.000 -0.195 0.108 0.194 1.13 1.13 1.13 1.13 0.02 0.00 0.00
142 1D 0.000 -0.061 0.000 -0.195 0.108 0.194 1.13 1.13 1.13 1.13 0.02 0.00 0.00
142 1I 0.000 -0.089 0.000 -0.251 0.036 0.150 1.13 1.13 1.13 1.13 0.03 0.00 0.00
142 1J 0.000 -0.089 0.000 -0.251 0.036 0.150 1.13 1.13 1.13 1.13 0.03 0.00 0.00
142 1K 0.000 -0.061 0.000 -0.182 0.034 0.152 1.13 1.13 1.13 1.13 0.02 0.00 0.00
142 1L 0.000 -0.061 0.000 -0.182 0.034 0.152 1.13 1.13 1.13 1.13 0.02 0.00 0.00
142 2 0.000 -0.499 0.000 -1.261 0.004 1.503 1.13 1.13 1.13 1.13 0.14 0.00 0.01
142 7 0.000 0.120 0.000 0.269 0.001 1.408 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
143 1A 0.000 -0.085 0.000 -0.257 0.045 0.119 1.13 1.13 1.13 1.13 0.03 0.00 0.00
143 1B 0.000 -0.085 0.000 -0.257 0.045 0.119 1.13 1.13 1.13 1.13 0.03 0.00 0.00
143 1C 0.000 -0.062 0.000 -0.189 0.054 0.245 1.13 1.13 1.13 1.13 0.02 0.00 0.00
143 1D 0.000 -0.062 0.000 -0.189 0.054 0.245 1.13 1.13 1.13 1.13 0.02 0.00 0.00
143 1I 0.000 -0.089 0.000 -0.311 0.026 0.447 1.13 1.13 1.13 1.13 0.03 0.00 0.00
143 1J 0.000 -0.089 0.000 -0.311 0.026 0.447 1.13 1.13 1.13 1.13 0.03 0.00 0.00
143 1K 0.000 -0.058 0.000 -0.135 0.030 0.577 1.13 1.13 1.13 1.13 0.01 0.00 0.01
143 1L 0.000 -0.058 0.000 -0.135 0.030 0.577 1.13 1.13 1.13 1.13 0.01 0.00 0.01
143 2 0.000 -0.518 0.000 -1.355 0.009 0.331 1.13 1.13 1.13 1.13 0.15 0.00 0.00
143 7 0.000 0.156 0.000 0.398 0.005 1.227 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
144 1A 0.000 -0.088 0.000 -0.272 0.122 0.796 1.13 1.13 1.13 1.13 0.03 0.00 0.01
144 1B 0.000 -0.088 0.000 -0.272 0.122 0.796 1.13 1.13 1.13 1.13 0.03 0.00 0.01
144 1C 0.000 -0.037 0.000 -0.144 0.116 0.291 1.13 1.13 1.13 1.13 0.02 0.00 0.00
144 1D 0.000 -0.037 0.000 -0.144 0.116 0.291 1.13 1.13 1.13 1.13 0.02 0.00 0.00
144 1I 0.000 -0.099 0.000 -0.359 0.069 0.749 1.13 1.13 1.13 1.13 0.04 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 153
144 1J 0.000 -0.099 0.000 -0.359 0.069 0.749 1.13 1.13 1.13 1.13 0.04 0.00 0.01
144 1K 0.000 -0.026 0.000 -0.057 0.064 0.641 1.13 1.13 1.13 1.13 0.01 0.00 0.01
144 1L 0.000 -0.026 0.000 -0.057 0.064 0.641 1.13 1.13 1.13 1.13 0.01 0.00 0.01
144 2 0.000 -0.497 0.000 -1.333 0.017 1.241 1.13 1.13 1.13 1.13 0.14 0.00 0.01
144 7 0.000 0.191 0.000 0.504 0.008 0.935 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
145 1A 0.000 -0.099 0.000 -0.265 0.006 3.067 1.13 1.13 1.13 1.13 0.03 0.00 0.03
145 1B 0.000 -0.099 0.000 -0.265 0.006 3.067 1.13 1.13 1.13 1.13 0.03 0.00 0.03
145 1C 0.000 0.036 0.000 -0.054 0.007 1.319 1.13 1.13 1.13 1.13 0.01 0.00 0.01
145 1D 0.000 0.036 0.000 -0.054 0.007 1.319 1.13 1.13 1.13 1.13 0.01 0.00 0.01
145 1I 0.000 -0.115 0.000 -0.410 0.005 2.380 1.13 1.13 1.13 1.13 0.04 0.00 0.02
145 1J 0.000 -0.115 0.000 -0.410 0.005 2.380 1.13 1.13 1.13 1.13 0.04 0.00 0.02
145 1K 0.000 0.052 0.000 0.092 0.008 1.167 1.13 1.13 1.13 1.13 0.01 0.00 0.01
145 1L 0.000 0.052 0.000 0.092 0.008 1.167 1.13 1.13 1.13 1.13 0.01 0.00 0.01
145 2 0.000 -0.392 0.000 -1.158 0.012 4.347 1.13 1.13 1.13 1.13 0.12 0.00 0.04
145 7 0.000 0.239 0.000 0.606 0.004 0.347 1.13 1.13 1.13 1.13 0.07 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
146 1A 0.000 -0.500 0.000 -0.371 0.007 3.223 1.13 1.13 1.13 1.13 0.05 0.00 0.03
146 1B 0.000 -0.500 0.000 -0.371 0.007 3.223 1.13 1.13 1.13 1.13 0.05 0.00 0.03
146 1C 0.000 0.597 0.000 0.281 0.008 0.478 1.13 1.13 1.13 1.13 0.06 0.00 0.00
146 1D 0.000 0.597 0.000 0.281 0.008 0.478 1.13 1.13 1.13 1.13 0.06 0.00 0.00
146 1I 0.000 -0.184 0.000 -0.609 0.008 1.506 1.13 1.13 1.13 1.13 0.07 0.00 0.01
146 1J 0.000 -0.184 0.000 -0.609 0.008 1.506 1.13 1.13 1.13 1.13 0.07 0.00 0.01
146 1K 0.000 0.281 0.000 0.519 0.007 0.474 1.13 1.13 1.13 1.13 0.06 0.00 0.00
146 1L 0.000 0.281 0.000 0.519 0.007 0.474 1.13 1.13 1.13 1.13 0.06 0.00 0.00
146 2 0.000 0.044 0.000 -0.710 0.021 15.518 1.13 1.13 1.13 1.13 0.08 0.00 0.15
146 7 0.000 0.126 0.000 0.753 0.001 6.717 1.13 1.13 1.13 1.13 0.08 0.00 0.06
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
147 1A 0.000 -0.499 0.000 -0.315 0.558 0.862 1.13 1.13 1.13 1.13 0.05 0.00 0.01
147 1B 0.000 -0.499 0.000 -0.315 0.558 0.862 1.13 1.13 1.13 1.13 0.05 0.00 0.01
147 1C 0.000 0.450 0.000 0.224 2.857 2.863 1.13 1.13 1.13 1.13 0.05 0.00 0.03
147 1D 0.000 0.450 0.000 0.224 2.857 2.863 1.13 1.13 1.13 1.13 0.05 0.00 0.03
147 1I 0.000 -0.305 0.000 -0.441 0.824 0.904 1.13 1.13 1.13 1.13 0.05 0.00 0.01
147 1J 0.000 -0.305 0.000 -0.441 0.824 0.904 1.13 1.13 1.13 1.13 0.05 0.00 0.01
147 1K 0.000 0.256 0.000 0.350 1.974 2.011 1.13 1.13 1.13 1.13 0.04 0.00 0.02
147 1L 0.000 0.256 0.000 0.350 1.974 2.011 1.13 1.13 1.13 1.13 0.04 0.00 0.02
147 2 0.000 -0.187 0.000 -0.084 7.085 7.758 1.13 1.13 1.13 1.13 0.02 0.00 0.07
147 7 0.000 0.014 0.000 -0.290 1.274 0.260 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
148 1A 0.000 -0.153 0.000 -0.255 0.682 0.256 1.13 1.13 1.13 1.13 0.03 0.00 0.01
148 1B 0.000 -0.153 0.000 -0.255 0.682 0.256 1.13 1.13 1.13 1.13 0.03 0.00 0.01
148 1C 0.000 0.049 0.000 -0.020 1.530 0.899 1.13 1.13 1.13 1.13 0.01 0.00 0.01
148 1D 0.000 0.049 0.000 -0.020 1.530 0.899 1.13 1.13 1.13 1.13 0.01 0.00 0.01
148 1I 0.000 -0.117 0.000 -0.312 0.474 0.513 1.13 1.13 1.13 1.13 0.03 0.00 0.00
148 1J 0.000 -0.117 0.000 -0.312 0.474 0.513 1.13 1.13 1.13 1.13 0.03 0.00 0.00
148 1K 0.000 0.013 0.000 0.036 0.832 1.460 1.13 1.13 1.13 1.13 0.01 0.00 0.01
148 1L 0.000 0.013 0.000 0.036 0.832 1.460 1.13 1.13 1.13 1.13 0.01 0.00 0.01
148 2 0.000 -0.356 0.000 -0.716 1.965 4.424 1.13 1.13 1.13 1.13 0.08 0.00 0.04
148 7 0.000 0.047 0.000 -0.062 0.600 1.545 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
149 1A 0.000 -0.102 0.000 -0.260 0.370 0.467 1.13 1.13 1.13 1.13 0.03 0.00 0.00
149 1B 0.000 -0.102 0.000 -0.260 0.370 0.467 1.13 1.13 1.13 1.13 0.03 0.00 0.00
149 1C 0.000 -0.036 0.000 -0.117 0.104 0.036 1.13 1.13 1.13 1.13 0.01 0.00 0.00
149 1D 0.000 -0.036 0.000 -0.117 0.104 0.036 1.13 1.13 1.13 1.13 0.01 0.00 0.00
149 1I 0.000 -0.106 0.000 -0.287 0.188 0.368 1.13 1.13 1.13 1.13 0.03 0.00 0.00
149 1J 0.000 -0.106 0.000 -0.287 0.188 0.368 1.13 1.13 1.13 1.13 0.03 0.00 0.00
149 1K 0.000 -0.033 0.000 -0.090 0.185 0.646 1.13 1.13 1.13 1.13 0.01 0.00 0.01
149 1L 0.000 -0.033 0.000 -0.090 0.185 0.646 1.13 1.13 1.13 1.13 0.01 0.00 0.01
149 2 0.000 -0.455 0.000 -1.053 0.683 2.752 1.13 1.13 1.13 1.13 0.11 0.00 0.03
149 7 0.000 0.090 0.000 0.130 0.265 1.517 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
150 1A 0.000 -0.099 0.000 -0.251 0.100 0.096 1.13 1.13 1.13 1.13 0.03 0.00 0.00
150 1B 0.000 -0.099 0.000 -0.251 0.100 0.096 1.13 1.13 1.13 1.13 0.03 0.00 0.00
150 1C 0.000 -0.052 0.000 -0.182 0.199 0.180 1.13 1.13 1.13 1.13 0.02 0.00 0.00
150 1D 0.000 -0.052 0.000 -0.182 0.199 0.180 1.13 1.13 1.13 1.13 0.02 0.00 0.00
150 1I 0.000 -0.094 0.000 -0.257 0.053 0.190 1.13 1.13 1.13 1.13 0.03 0.00 0.00
150 1J 0.000 -0.094 0.000 -0.257 0.053 0.190 1.13 1.13 1.13 1.13 0.03 0.00 0.00
150 1K 0.000 -0.058 0.000 -0.176 0.009 0.181 1.13 1.13 1.13 1.13 0.02 0.00 0.00
150 1L 0.000 -0.058 0.000 -0.176 0.009 0.181 1.13 1.13 1.13 1.13 0.02 0.00 0.00
150 2 0.000 -0.503 0.000 -1.255 0.302 1.478 1.13 1.13 1.13 1.13 0.13 0.00 0.01
150 7 0.000 0.126 0.000 0.272 0.079 1.384 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
151 1A 0.000 -0.096 0.000 -0.270 0.247 0.114 1.13 1.13 1.13 1.13 0.03 0.00 0.00
151 1B 0.000 -0.096 0.000 -0.270 0.247 0.114 1.13 1.13 1.13 1.13 0.03 0.00 0.00
151 1C 0.000 -0.054 0.000 -0.178 0.045 0.247 1.13 1.13 1.13 1.13 0.02 0.00 0.00
151 1D 0.000 -0.054 0.000 -0.178 0.045 0.247 1.13 1.13 1.13 1.13 0.02 0.00 0.00
151 1I 0.000 -0.095 0.000 -0.318 0.108 0.492 1.13 1.13 1.13 1.13 0.03 0.00 0.00
151 1J 0.000 -0.095 0.000 -0.318 0.108 0.492 1.13 1.13 1.13 1.13 0.03 0.00 0.00
151 1K 0.000 -0.054 0.000 -0.130 0.065 0.524 1.13 1.13 1.13 1.13 0.01 0.00 0.00
151 1L 0.000 -0.054 0.000 -0.130 0.065 0.524 1.13 1.13 1.13 1.13 0.01 0.00 0.00
151 2 0.000 -0.523 0.000 -1.354 0.271 0.350 1.13 1.13 1.13 1.13 0.15 0.00 0.00
151 7 0.000 0.159 0.000 0.402 0.009 1.209 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
152 1A 0.000 -0.099 0.000 -0.293 0.434 0.166 1.13 1.13 1.13 1.13 0.03 0.00 0.00
152 1B 0.000 -0.099 0.000 -0.293 0.434 0.166 1.13 1.13 1.13 1.13 0.03 0.00 0.00
152 1C 0.000 -0.036 0.000 -0.127 0.191 0.658 1.13 1.13 1.13 1.13 0.01 0.00 0.01
152 1D 0.000 -0.036 0.000 -0.127 0.191 0.658 1.13 1.13 1.13 1.13 0.01 0.00 0.01
152 1I 0.000 -0.111 0.000 -0.369 0.169 0.309 1.13 1.13 1.13 1.13 0.04 0.00 0.00
152 1J 0.000 -0.111 0.000 -0.369 0.169 0.309 1.13 1.13 1.13 1.13 0.04 0.00 0.00
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 154
152 1K 0.000 -0.023 0.000 -0.050 0.238 0.946 1.13 1.13 1.13 1.13 0.01 0.00 0.01
152 1L 0.000 -0.023 0.000 -0.050 0.238 0.946 1.13 1.13 1.13 1.13 0.01 0.00 0.01
152 2 0.000 -0.514 0.000 -1.333 0.497 1.151 1.13 1.13 1.13 1.13 0.14 0.00 0.01
152 7 0.000 0.191 0.000 0.506 0.130 0.875 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
153 1A 0.000 -0.147 0.000 -0.299 0.316 0.263 1.13 1.13 1.13 1.13 0.03 0.00 0.00
153 1B 0.000 -0.147 0.000 -0.299 0.316 0.263 1.13 1.13 1.13 1.13 0.03 0.00 0.00
153 1C 0.000 0.049 0.000 -0.029 1.226 1.709 1.13 1.13 1.13 1.13 0.01 0.00 0.02
153 1D 0.000 0.049 0.000 -0.029 1.226 1.709 1.13 1.13 1.13 1.13 0.01 0.00 0.02
153 1I 0.000 -0.125 0.000 -0.426 0.371 0.722 1.13 1.13 1.13 1.13 0.05 0.00 0.01
153 1J 0.000 -0.125 0.000 -0.426 0.371 0.722 1.13 1.13 1.13 1.13 0.05 0.00 0.01
153 1K 0.000 0.027 0.000 0.098 0.858 2.212 1.13 1.13 1.13 1.13 0.01 0.00 0.02
153 1L 0.000 0.027 0.000 0.098 0.858 2.212 1.13 1.13 1.13 1.13 0.01 0.00 0.02
153 2 0.000 -0.447 0.000 -1.155 1.694 3.474 1.13 1.13 1.13 1.13 0.12 0.00 0.03
153 7 0.000 0.210 0.000 0.582 0.024 0.087 1.13 1.13 1.13 1.13 0.06 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
154 1A 0.000 -0.496 0.000 -0.381 0.277 0.949 1.13 1.13 1.13 1.13 0.05 0.00 0.01
154 1B 0.000 -0.496 0.000 -0.381 0.277 0.949 1.13 1.13 1.13 1.13 0.05 0.00 0.01
154 1C 0.000 0.467 0.000 0.257 3.283 3.063 1.13 1.13 1.13 1.13 0.05 0.00 0.03
154 1D 0.000 0.467 0.000 0.257 3.283 3.063 1.13 1.13 1.13 1.13 0.05 0.00 0.03
154 1I 0.000 -0.375 0.000 -0.659 1.126 0.953 1.13 1.13 1.13 1.13 0.07 0.00 0.01
154 1J 0.000 -0.375 0.000 -0.659 1.126 0.953 1.13 1.13 1.13 1.13 0.07 0.00 0.01
154 1K 0.000 0.345 0.000 0.535 2.526 2.346 1.13 1.13 1.13 1.13 0.06 0.00 0.02
154 1L 0.000 0.345 0.000 0.535 2.526 2.346 1.13 1.13 1.13 1.13 0.06 0.00 0.02
154 2 0.000 -0.284 0.000 -0.738 7.808 10.936 1.13 1.13 1.13 1.13 0.08 0.00 0.10
154 7 0.000 0.186 0.000 0.675 1.728 4.424 1.13 1.13 1.13 1.13 0.07 0.00 0.04
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
155 1A 0.000 -0.283 0.000 -0.189 1.371 0.778 1.13 1.13 1.13 1.13 0.03 0.00 0.01
155 1B 0.000 -0.283 0.000 -0.189 1.371 0.778 1.13 1.13 1.13 1.13 0.03 0.00 0.01
155 1C 0.000 0.105 0.000 0.078 2.852 1.632 1.13 1.13 1.13 1.13 0.01 0.00 0.03
155 1D 0.000 0.105 0.000 0.078 2.852 1.632 1.13 1.13 1.13 1.13 0.01 0.00 0.03
155 1I 0.000 -0.202 0.000 -0.248 0.181 0.813 1.13 1.13 1.13 1.13 0.03 0.00 0.01
155 1J 0.000 -0.202 0.000 -0.248 0.181 0.813 1.13 1.13 1.13 1.13 0.03 0.00 0.01
155 1K 0.000 0.023 0.000 0.137 2.026 1.048 1.13 1.13 1.13 1.13 0.01 0.00 0.02
155 1L 0.000 0.023 0.000 0.137 2.026 1.048 1.13 1.13 1.13 1.13 0.01 0.00 0.02
155 2 0.000 -0.569 0.000 -0.201 4.293 3.920 1.13 1.13 1.13 1.13 0.06 0.00 0.04
155 7 0.000 0.093 0.000 -0.177 1.057 0.323 1.13 1.13 1.13 1.13 0.02 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
156 1A 0.000 -0.157 0.000 -0.225 0.076 0.613 1.13 1.13 1.13 1.13 0.02 0.00 0.01
156 1B 0.000 -0.157 0.000 -0.225 0.076 0.613 1.13 1.13 1.13 1.13 0.02 0.00 0.01
156 1C 0.000 -0.007 0.000 -0.045 1.175 1.245 1.13 1.13 1.13 1.13 0.01 0.00 0.01
156 1D 0.000 -0.007 0.000 -0.045 1.175 1.245 1.13 1.13 1.13 1.13 0.01 0.00 0.01
156 1I 0.000 -0.139 0.000 -0.265 0.133 0.111 1.13 1.13 1.13 1.13 0.03 0.00 0.00
156 1J 0.000 -0.139 0.000 -0.265 0.133 0.111 1.13 1.13 1.13 1.13 0.03 0.00 0.00
156 1K 0.000 -0.025 0.000 -0.004 0.883 1.194 1.13 1.13 1.13 1.13 0.01 0.00 0.01
156 1L 0.000 -0.025 0.000 -0.004 0.883 1.194 1.13 1.13 1.13 1.13 0.01 0.00 0.01
156 2 0.000 -0.551 0.000 -0.715 2.583 3.595 1.13 1.13 1.13 1.13 0.08 0.00 0.03
156 7 0.000 0.111 0.000 -0.046 0.935 1.521 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
157 1A 0.000 -0.117 0.000 -0.251 0.724 0.211 1.13 1.13 1.13 1.13 0.03 0.00 0.01
157 1B 0.000 -0.117 0.000 -0.251 0.724 0.211 1.13 1.13 1.13 1.13 0.03 0.00 0.01
157 1C 0.000 -0.043 0.000 -0.119 0.433 0.564 1.13 1.13 1.13 1.13 0.01 0.00 0.01
157 1D 0.000 -0.043 0.000 -0.119 0.433 0.564 1.13 1.13 1.13 1.13 0.01 0.00 0.01
157 1I 0.000 -0.113 0.000 -0.281 0.402 0.067 1.13 1.13 1.13 1.13 0.03 0.00 0.00
157 1J 0.000 -0.113 0.000 -0.281 0.402 0.067 1.13 1.13 1.13 1.13 0.03 0.00 0.00
157 1K 0.000 -0.048 0.000 -0.089 0.402 0.738 1.13 1.13 1.13 1.13 0.01 0.00 0.01
157 1L 0.000 -0.048 0.000 -0.089 0.402 0.738 1.13 1.13 1.13 1.13 0.01 0.00 0.01
157 2 0.000 -0.529 0.000 -1.040 1.091 2.279 1.13 1.13 1.13 1.13 0.11 0.00 0.02
157 7 0.000 0.117 0.000 0.131 0.347 1.352 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
158 1A 0.000 -0.119 0.000 -0.255 0.292 0.063 1.13 1.13 1.13 1.13 0.03 0.00 0.00
158 1B 0.000 -0.119 0.000 -0.255 0.292 0.063 1.13 1.13 1.13 1.13 0.03 0.00 0.00
158 1C 0.000 -0.045 0.000 -0.177 0.211 0.120 1.13 1.13 1.13 1.13 0.02 0.00 0.00
158 1D 0.000 -0.045 0.000 -0.177 0.211 0.120 1.13 1.13 1.13 1.13 0.02 0.00 0.00
158 1I 0.000 -0.105 0.000 -0.260 0.141 0.168 1.13 1.13 1.13 1.13 0.03 0.00 0.00
158 1J 0.000 -0.105 0.000 -0.260 0.141 0.168 1.13 1.13 1.13 1.13 0.03 0.00 0.00
158 1K 0.000 -0.060 0.000 -0.173 0.042 0.127 1.13 1.13 1.13 1.13 0.02 0.00 0.00
158 1L 0.000 -0.060 0.000 -0.173 0.042 0.127 1.13 1.13 1.13 1.13 0.02 0.00 0.00
158 2 0.000 -0.534 0.000 -1.249 0.609 1.364 1.13 1.13 1.13 1.13 0.13 0.00 0.01
158 7 0.000 0.137 0.000 0.275 0.131 1.308 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
159 1A 0.000 -0.116 0.000 -0.276 0.402 0.113 1.13 1.13 1.13 1.13 0.03 0.00 0.00
159 1B 0.000 -0.116 0.000 -0.276 0.402 0.113 1.13 1.13 1.13 1.13 0.03 0.00 0.00
159 1C 0.000 -0.047 0.000 -0.174 0.083 0.220 1.13 1.13 1.13 1.13 0.02 0.00 0.00
159 1D 0.000 -0.047 0.000 -0.174 0.083 0.220 1.13 1.13 1.13 1.13 0.02 0.00 0.00
159 1I 0.000 -0.105 0.000 -0.324 0.182 0.482 1.13 1.13 1.13 1.13 0.03 0.00 0.00
159 1J 0.000 -0.105 0.000 -0.324 0.182 0.482 1.13 1.13 1.13 1.13 0.03 0.00 0.00
159 1K 0.000 -0.059 0.000 -0.126 0.129 0.511 1.13 1.13 1.13 1.13 0.01 0.00 0.00
159 1L 0.000 -0.059 0.000 -0.126 0.129 0.511 1.13 1.13 1.13 1.13 0.01 0.00 0.00
159 2 0.000 -0.549 0.000 -1.350 0.583 0.432 1.13 1.13 1.13 1.13 0.15 0.00 0.01
159 7 0.000 0.163 0.000 0.406 0.019 1.158 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
160 1A 0.000 -0.116 0.000 -0.287 0.482 0.136 1.13 1.13 1.13 1.13 0.03 0.00 0.00
160 1B 0.000 -0.116 0.000 -0.287 0.482 0.136 1.13 1.13 1.13 1.13 0.03 0.00 0.00
160 1C 0.000 -0.047 0.000 -0.132 0.234 0.515 1.13 1.13 1.13 1.13 0.01 0.00 0.00
160 1D 0.000 -0.047 0.000 -0.132 0.234 0.515 1.13 1.13 1.13 1.13 0.01 0.00 0.00
160 1I 0.000 -0.117 0.000 -0.365 0.227 0.207 1.13 1.13 1.13 1.13 0.04 0.00 0.00
160 1J 0.000 -0.117 0.000 -0.365 0.227 0.207 1.13 1.13 1.13 1.13 0.04 0.00 0.00
160 1K 0.000 -0.046 0.000 -0.053 0.339 0.720 1.13 1.13 1.13 1.13 0.01 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 155
160 1L 0.000 -0.046 0.000 -0.053 0.339 0.720 1.13 1.13 1.13 1.13 0.01 0.00 0.01
160 2 0.000 -0.567 0.000 -1.319 0.934 0.773 1.13 1.13 1.13 1.13 0.14 0.00 0.01
160 7 0.000 0.188 0.000 0.506 0.087 0.839 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
161 1A 0.000 -0.158 0.000 -0.265 0.076 0.389 1.13 1.13 1.13 1.13 0.03 0.00 0.00
161 1B 0.000 -0.158 0.000 -0.265 0.076 0.389 1.13 1.13 1.13 1.13 0.03 0.00 0.00
161 1C 0.000 -0.012 0.000 -0.060 1.400 1.180 1.13 1.13 1.13 1.13 0.01 0.00 0.01
161 1D 0.000 -0.012 0.000 -0.060 1.400 1.180 1.13 1.13 1.13 1.13 0.01 0.00 0.01
161 1I 0.000 -0.150 0.000 -0.359 0.146 0.139 1.13 1.13 1.13 1.13 0.04 0.00 0.00
161 1J 0.000 -0.150 0.000 -0.359 0.146 0.139 1.13 1.13 1.13 1.13 0.04 0.00 0.00
161 1K 0.000 -0.021 0.000 0.034 1.227 1.414 1.13 1.13 1.13 1.13 0.01 0.00 0.01
161 1L 0.000 -0.021 0.000 0.034 1.227 1.414 1.13 1.13 1.13 1.13 0.01 0.00 0.01
161 2 0.000 -0.600 0.000 -1.118 1.929 2.314 1.13 1.13 1.13 1.13 0.12 0.00 0.02
161 7 0.000 0.194 0.000 0.541 0.364 0.551 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
162 1A 0.000 -0.300 0.000 -0.243 1.183 0.692 1.13 1.13 1.13 1.13 0.03 0.00 0.01
162 1B 0.000 -0.300 0.000 -0.243 1.183 0.692 1.13 1.13 1.13 1.13 0.03 0.00 0.01
162 1C 0.000 0.111 0.000 0.098 3.169 1.560 1.13 1.13 1.13 1.13 0.01 0.00 0.03
162 1D 0.000 0.111 0.000 0.098 3.169 1.560 1.13 1.13 1.13 1.13 0.01 0.00 0.03
162 1I 0.000 -0.229 0.000 -0.366 0.246 0.942 1.13 1.13 1.13 1.13 0.04 0.00 0.01
162 1J 0.000 -0.229 0.000 -0.366 0.246 0.942 1.13 1.13 1.13 1.13 0.04 0.00 0.01
162 1K 0.000 0.040 0.000 0.221 2.739 1.133 1.13 1.13 1.13 1.13 0.02 0.00 0.03
162 1L 0.000 0.040 0.000 0.221 2.739 1.133 1.13 1.13 1.13 1.13 0.02 0.00 0.03
162 2 0.000 -0.706 0.000 -0.680 4.170 5.192 1.13 1.13 1.13 1.13 0.08 0.00 0.05
162 7 0.000 0.279 0.000 0.514 0.437 1.945 1.13 1.13 1.13 1.13 0.06 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
163 1A 0.000 -0.208 0.000 -0.141 0.027 1.310 1.13 1.13 1.13 1.13 0.02 0.00 0.01
163 1B 0.000 -0.208 0.000 -0.141 0.027 1.310 1.13 1.13 1.13 1.13 0.02 0.00 0.01
163 1C 0.000 -0.035 0.000 0.031 0.782 1.455 1.13 1.13 1.13 1.13 0.01 0.00 0.01
163 1D 0.000 -0.035 0.000 0.031 0.782 1.455 1.13 1.13 1.13 1.13 0.01 0.00 0.01
163 1I 0.000 -0.199 0.000 -0.204 0.327 1.446 1.13 1.13 1.13 1.13 0.02 0.00 0.01
163 1J 0.000 -0.199 0.000 -0.204 0.327 1.446 1.13 1.13 1.13 1.13 0.02 0.00 0.01
163 1K 0.000 -0.044 0.000 0.094 0.589 1.227 1.13 1.13 1.13 1.13 0.01 0.00 0.01
163 1L 0.000 -0.044 0.000 0.094 0.589 1.227 1.13 1.13 1.13 1.13 0.01 0.00 0.01
163 2 0.000 -0.759 0.000 -0.235 2.504 2.331 1.13 1.13 1.13 1.13 0.08 0.00 0.02
163 7 0.000 0.117 0.000 -0.115 0.601 0.203 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
164 1A 0.000 -0.156 0.000 -0.193 0.312 0.976 1.13 1.13 1.13 1.13 0.02 0.00 0.01
164 1B 0.000 -0.156 0.000 -0.193 0.312 0.976 1.13 1.13 1.13 1.13 0.02 0.00 0.01
164 1C 0.000 -0.050 0.000 -0.064 0.141 1.201 1.13 1.13 1.13 1.13 0.01 0.00 0.01
164 1D 0.000 -0.050 0.000 -0.064 0.141 1.201 1.13 1.13 1.13 1.13 0.01 0.00 0.01
164 1I 0.000 -0.148 0.000 -0.243 0.242 0.712 1.13 1.13 1.13 1.13 0.03 0.00 0.01
164 1J 0.000 -0.148 0.000 -0.243 0.242 0.712 1.13 1.13 1.13 1.13 0.03 0.00 0.01
164 1K 0.000 -0.058 0.000 -0.014 0.263 1.176 1.13 1.13 1.13 1.13 0.01 0.00 0.01
164 1L 0.000 -0.058 0.000 -0.014 0.263 1.176 1.13 1.13 1.13 1.13 0.01 0.00 0.01
164 2 0.000 -0.669 0.000 -0.679 1.558 2.871 1.13 1.13 1.13 1.13 0.07 0.00 0.03
164 7 0.000 0.135 0.000 -0.031 0.411 1.234 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
165 1A 0.000 -0.153 0.000 -0.243 0.608 0.383 1.13 1.13 1.13 1.13 0.03 0.00 0.01
165 1B 0.000 -0.153 0.000 -0.243 0.608 0.383 1.13 1.13 1.13 1.13 0.03 0.00 0.01
165 1C 0.000 -0.037 0.000 -0.126 0.056 0.601 1.13 1.13 1.13 1.13 0.01 0.00 0.01
165 1D 0.000 -0.037 0.000 -0.126 0.056 0.601 1.13 1.13 1.13 1.13 0.01 0.00 0.01
165 1I 0.000 -0.132 0.000 -0.279 0.305 0.145 1.13 1.13 1.13 1.13 0.03 0.00 0.00
165 1J 0.000 -0.132 0.000 -0.279 0.305 0.145 1.13 1.13 1.13 1.13 0.03 0.00 0.00
165 1K 0.000 -0.058 0.000 -0.091 0.172 0.766 1.13 1.13 1.13 1.13 0.01 0.00 0.01
165 1L 0.000 -0.058 0.000 -0.091 0.172 0.766 1.13 1.13 1.13 1.13 0.01 0.00 0.01
165 2 0.000 -0.598 0.000 -1.024 0.860 1.975 1.13 1.13 1.13 1.13 0.11 0.00 0.02
165 7 0.000 0.134 0.000 0.129 0.182 1.260 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
166 1A 0.000 -0.147 0.000 -0.257 0.429 0.117 1.13 1.13 1.13 1.13 0.03 0.00 0.00
166 1B 0.000 -0.147 0.000 -0.257 0.429 0.117 1.13 1.13 1.13 1.13 0.03 0.00 0.00
166 1C 0.000 -0.034 0.000 -0.178 0.230 0.122 1.13 1.13 1.13 1.13 0.02 0.00 0.00
166 1D 0.000 -0.034 0.000 -0.178 0.230 0.122 1.13 1.13 1.13 1.13 0.02 0.00 0.00
166 1I 0.000 -0.119 0.000 -0.262 0.203 0.185 1.13 1.13 1.13 1.13 0.03 0.00 0.00
166 1J 0.000 -0.119 0.000 -0.262 0.203 0.185 1.13 1.13 1.13 1.13 0.03 0.00 0.00
166 1K 0.000 -0.062 0.000 -0.173 0.035 0.108 1.13 1.13 1.13 1.13 0.02 0.00 0.00
166 1L 0.000 -0.062 0.000 -0.173 0.035 0.108 1.13 1.13 1.13 1.13 0.02 0.00 0.00
166 2 0.000 -0.576 0.000 -1.255 0.641 1.290 1.13 1.13 1.13 1.13 0.13 0.00 0.01
166 7 0.000 0.144 0.000 0.277 0.105 1.258 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
167 1A 0.000 -0.144 0.000 -0.281 0.503 0.173 1.13 1.13 1.13 1.13 0.03 0.00 0.00
167 1B 0.000 -0.144 0.000 -0.281 0.503 0.173 1.13 1.13 1.13 1.13 0.03 0.00 0.00
167 1C 0.000 -0.035 0.000 -0.171 0.140 0.136 1.13 1.13 1.13 1.13 0.02 0.00 0.00
167 1D 0.000 -0.035 0.000 -0.171 0.140 0.136 1.13 1.13 1.13 1.13 0.02 0.00 0.00
167 1I 0.000 -0.117 0.000 -0.328 0.248 0.508 1.13 1.13 1.13 1.13 0.04 0.00 0.00
167 1J 0.000 -0.117 0.000 -0.328 0.248 0.508 1.13 1.13 1.13 1.13 0.04 0.00 0.00
167 1K 0.000 -0.063 0.000 -0.125 0.116 0.466 1.13 1.13 1.13 1.13 0.01 0.00 0.00
167 1L 0.000 -0.063 0.000 -0.125 0.116 0.466 1.13 1.13 1.13 1.13 0.01 0.00 0.00
167 2 0.000 -0.583 0.000 -1.355 0.679 0.535 1.13 1.13 1.13 1.13 0.15 0.00 0.01
167 7 0.000 0.165 0.000 0.411 0.055 1.135 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
168 1A 0.000 -0.153 0.000 -0.282 0.444 0.389 1.13 1.13 1.13 1.13 0.03 0.00 0.00
168 1B 0.000 -0.153 0.000 -0.282 0.444 0.389 1.13 1.13 1.13 1.13 0.03 0.00 0.00
168 1C 0.000 -0.036 0.000 -0.132 0.179 0.617 1.13 1.13 1.13 1.13 0.01 0.00 0.01
168 1D 0.000 -0.036 0.000 -0.132 0.179 0.617 1.13 1.13 1.13 1.13 0.01 0.00 0.01
168 1I 0.000 -0.132 0.000 -0.363 0.135 0.102 1.13 1.13 1.13 1.13 0.04 0.00 0.00
168 1J 0.000 -0.132 0.000 -0.363 0.135 0.102 1.13 1.13 1.13 1.13 0.04 0.00 0.00
168 1K 0.000 -0.057 0.000 -0.051 0.093 0.760 1.13 1.13 1.13 1.13 0.01 0.00 0.01
168 1L 0.000 -0.057 0.000 -0.051 0.093 0.760 1.13 1.13 1.13 1.13 0.01 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 156
168 2 0.000 -0.632 0.000 -1.313 0.962 0.479 1.13 1.13 1.13 1.13 0.14 0.00 0.01
168 7 0.000 0.193 0.000 0.509 0.074 0.855 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
169 1A 0.000 -0.169 0.000 -0.245 0.412 1.238 1.13 1.13 1.13 1.13 0.03 0.00 0.01
169 1B 0.000 -0.169 0.000 -0.245 0.412 1.238 1.13 1.13 1.13 1.13 0.03 0.00 0.01
169 1C 0.000 -0.052 0.000 -0.066 0.289 1.536 1.13 1.13 1.13 1.13 0.01 0.00 0.01
169 1D 0.000 -0.052 0.000 -0.066 0.289 1.536 1.13 1.13 1.13 1.13 0.01 0.00 0.01
169 1I 0.000 -0.159 0.000 -0.335 0.312 0.880 1.13 1.13 1.13 1.13 0.04 0.00 0.01
169 1J 0.000 -0.159 0.000 -0.335 0.312 0.880 1.13 1.13 1.13 1.13 0.04 0.00 0.01
169 1K 0.000 -0.062 0.000 0.023 0.434 1.486 1.13 1.13 1.13 1.13 0.01 0.00 0.01
169 1L 0.000 -0.062 0.000 0.023 0.434 1.486 1.13 1.13 1.13 1.13 0.01 0.00 0.01
169 2 0.000 -0.721 0.000 -1.063 1.538 1.856 1.13 1.13 1.13 1.13 0.11 0.00 0.02
169 7 0.000 0.224 0.000 0.524 0.055 0.415 1.13 1.13 1.13 1.13 0.06 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
170 1A 0.000 -0.236 0.000 -0.192 0.137 1.932 1.13 1.13 1.13 1.13 0.03 0.00 0.02
170 1B 0.000 -0.236 0.000 -0.192 0.137 1.932 1.13 1.13 1.13 1.13 0.03 0.00 0.02
170 1C 0.000 -0.035 0.000 0.048 0.958 2.044 1.13 1.13 1.13 1.13 0.01 0.00 0.02
170 1D 0.000 -0.035 0.000 0.048 0.958 2.044 1.13 1.13 1.13 1.13 0.01 0.00 0.02
170 1I 0.000 -0.232 0.000 -0.303 0.443 2.106 1.13 1.13 1.13 1.13 0.03 0.00 0.02
170 1J 0.000 -0.232 0.000 -0.303 0.443 2.106 1.13 1.13 1.13 1.13 0.03 0.00 0.02
170 1K 0.000 -0.039 0.000 0.160 0.802 1.684 1.13 1.13 1.13 1.13 0.02 0.00 0.02
170 1L 0.000 -0.039 0.000 0.160 0.802 1.684 1.13 1.13 1.13 1.13 0.02 0.00 0.02
170 2 0.000 -0.914 0.000 -0.604 2.509 3.123 1.13 1.13 1.13 1.13 0.10 0.00 0.03
170 7 0.000 0.318 0.000 0.408 0.252 1.218 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
171 1A 0.000 -0.277 0.000 -0.142 0.752 0.417 1.13 1.13 1.13 1.13 0.03 0.00 0.01
171 1B 0.000 -0.277 0.000 -0.142 0.752 0.417 1.13 1.13 1.13 1.13 0.03 0.00 0.01
171 1C 0.000 -0.018 0.000 0.012 0.659 0.350 1.13 1.13 1.13 1.13 0.01 0.00 0.01
171 1D 0.000 -0.018 0.000 0.012 0.659 0.350 1.13 1.13 1.13 1.13 0.01 0.00 0.01
171 1I 0.000 -0.241 0.000 -0.199 0.237 0.590 1.13 1.13 1.13 1.13 0.03 0.00 0.01
171 1J 0.000 -0.241 0.000 -0.199 0.237 0.590 1.13 1.13 1.13 1.13 0.03 0.00 0.01
171 1K 0.000 -0.054 0.000 0.069 0.177 0.348 1.13 1.13 1.13 1.13 0.01 0.00 0.00
171 1L 0.000 -0.054 0.000 0.069 0.177 0.348 1.13 1.13 1.13 1.13 0.01 0.00 0.00
171 2 0.000 -0.900 0.000 -0.297 0.860 1.786 1.13 1.13 1.13 1.13 0.10 0.00 0.02
171 7 0.000 0.127 0.000 -0.090 0.151 0.181 1.13 1.13 1.13 1.13 0.01 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
172 1A 0.000 -0.223 0.000 -0.202 0.602 0.358 1.13 1.13 1.13 1.13 0.02 0.00 0.01
172 1B 0.000 -0.223 0.000 -0.202 0.602 0.358 1.13 1.13 1.13 1.13 0.02 0.00 0.01
172 1C 0.000 -0.025 0.000 -0.069 0.620 0.458 1.13 1.13 1.13 1.13 0.01 0.00 0.01
172 1D 0.000 -0.025 0.000 -0.069 0.620 0.458 1.13 1.13 1.13 1.13 0.01 0.00 0.01
172 1I 0.000 -0.182 0.000 -0.245 0.178 0.306 1.13 1.13 1.13 1.13 0.03 0.00 0.00
172 1J 0.000 -0.182 0.000 -0.245 0.178 0.306 1.13 1.13 1.13 1.13 0.03 0.00 0.00
172 1K 0.000 -0.066 0.000 -0.025 0.160 0.627 1.13 1.13 1.13 1.13 0.01 0.00 0.01
172 1L 0.000 -0.066 0.000 -0.025 0.160 0.627 1.13 1.13 1.13 1.13 0.01 0.00 0.01
172 2 0.000 -0.770 0.000 -0.708 0.639 2.519 1.13 1.13 1.13 1.13 0.08 0.00 0.02
172 7 0.000 0.142 0.000 -0.020 0.106 1.091 1.13 1.13 1.13 1.13 0.02 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
173 1A 0.000 -0.193 0.000 -0.244 0.495 0.210 1.13 1.13 1.13 1.13 0.03 0.00 0.00
173 1B 0.000 -0.193 0.000 -0.244 0.495 0.210 1.13 1.13 1.13 1.13 0.03 0.00 0.00
173 1C 0.000 -0.021 0.000 -0.134 0.381 0.377 1.13 1.13 1.13 1.13 0.01 0.00 0.00
173 1D 0.000 -0.021 0.000 -0.134 0.381 0.377 1.13 1.13 1.13 1.13 0.01 0.00 0.00
173 1I 0.000 -0.151 0.000 -0.282 0.176 0.014 1.13 1.13 1.13 1.13 0.03 0.00 0.00
173 1J 0.000 -0.151 0.000 -0.282 0.176 0.014 1.13 1.13 1.13 1.13 0.03 0.00 0.00
173 1K 0.000 -0.063 0.000 -0.096 0.060 0.571 1.13 1.13 1.13 1.13 0.01 0.00 0.01
173 1L 0.000 -0.063 0.000 -0.096 0.060 0.571 1.13 1.13 1.13 1.13 0.01 0.00 0.01
173 2 0.000 -0.665 0.000 -1.056 0.507 1.867 1.13 1.13 1.13 1.13 0.11 0.00 0.02
173 7 0.000 0.138 0.000 0.126 0.067 1.230 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
174 1A 0.000 -0.178 0.000 -0.264 0.430 0.239 1.13 1.13 1.13 1.13 0.03 0.00 0.00
174 1B 0.000 -0.178 0.000 -0.264 0.430 0.239 1.13 1.13 1.13 1.13 0.03 0.00 0.00
174 1C 0.000 -0.019 0.000 -0.178 0.197 0.205 1.13 1.13 1.13 1.13 0.02 0.00 0.00
174 1D 0.000 -0.019 0.000 -0.178 0.197 0.205 1.13 1.13 1.13 1.13 0.02 0.00 0.00
174 1I 0.000 -0.134 0.000 -0.268 0.200 0.231 1.13 1.13 1.13 1.13 0.03 0.00 0.00
174 1J 0.000 -0.134 0.000 -0.268 0.200 0.231 1.13 1.13 1.13 1.13 0.03 0.00 0.00
174 1K 0.000 -0.063 0.000 -0.174 0.026 0.133 1.13 1.13 1.13 1.13 0.02 0.00 0.00
174 1L 0.000 -0.063 0.000 -0.174 0.026 0.133 1.13 1.13 1.13 1.13 0.02 0.00 0.00
174 2 0.000 -0.607 0.000 -1.281 0.510 1.290 1.13 1.13 1.13 1.13 0.14 0.00 0.01
174 7 0.000 0.143 0.000 0.280 0.053 1.239 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
175 1A 0.000 -0.173 0.000 -0.291 0.374 0.094 1.13 1.13 1.13 1.13 0.03 0.00 0.00
175 1B 0.000 -0.173 0.000 -0.291 0.374 0.094 1.13 1.13 1.13 1.13 0.03 0.00 0.00
175 1C 0.000 -0.019 0.000 -0.169 0.243 0.239 1.13 1.13 1.13 1.13 0.02 0.00 0.00
175 1D 0.000 -0.019 0.000 -0.169 0.243 0.239 1.13 1.13 1.13 1.13 0.02 0.00 0.00
175 1I 0.000 -0.128 0.000 -0.335 0.150 0.380 1.13 1.13 1.13 1.13 0.04 0.00 0.00
175 1J 0.000 -0.128 0.000 -0.335 0.150 0.380 1.13 1.13 1.13 1.13 0.04 0.00 0.00
175 1K 0.000 -0.064 0.000 -0.124 0.004 0.607 1.13 1.13 1.13 1.13 0.01 0.00 0.01
175 1L 0.000 -0.064 0.000 -0.124 0.004 0.607 1.13 1.13 1.13 1.13 0.01 0.00 0.01
175 2 0.000 -0.611 0.000 -1.385 0.601 0.632 1.13 1.13 1.13 1.13 0.15 0.00 0.01
175 7 0.000 0.163 0.000 0.418 0.034 1.125 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
176 1A 0.000 -0.194 0.000 -0.294 0.433 0.217 1.13 1.13 1.13 1.13 0.03 0.00 0.00
176 1B 0.000 -0.194 0.000 -0.294 0.433 0.217 1.13 1.13 1.13 1.13 0.03 0.00 0.00
176 1C 0.000 -0.020 0.000 -0.132 0.422 0.415 1.13 1.13 1.13 1.13 0.01 0.00 0.00
176 1D 0.000 -0.020 0.000 -0.132 0.422 0.415 1.13 1.13 1.13 1.13 0.01 0.00 0.00
176 1I 0.000 -0.150 0.000 -0.371 0.121 0.069 1.13 1.13 1.13 1.13 0.04 0.00 0.00
176 1J 0.000 -0.150 0.000 -0.371 0.121 0.069 1.13 1.13 1.13 1.13 0.04 0.00 0.00
176 1K 0.000 -0.064 0.000 -0.055 0.072 0.643 1.13 1.13 1.13 1.13 0.01 0.00 0.01
176 1L 0.000 -0.064 0.000 -0.055 0.072 0.643 1.13 1.13 1.13 1.13 0.01 0.00 0.01
176 2 0.000 -0.700 0.000 -1.357 0.735 0.336 1.13 1.13 1.13 1.13 0.15 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 157
176 7 0.000 0.196 0.000 0.518 0.049 0.879 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
177 1A 0.000 -0.237 0.000 -0.255 0.611 0.360 1.13 1.13 1.13 1.13 0.03 0.00 0.01
177 1B 0.000 -0.237 0.000 -0.255 0.611 0.360 1.13 1.13 1.13 1.13 0.03 0.00 0.01
177 1C 0.000 -0.030 0.000 -0.068 0.570 0.506 1.13 1.13 1.13 1.13 0.01 0.00 0.01
177 1D 0.000 -0.030 0.000 -0.068 0.570 0.506 1.13 1.13 1.13 1.13 0.01 0.00 0.01
177 1I 0.000 -0.194 0.000 -0.335 0.209 0.318 1.13 1.13 1.13 1.13 0.04 0.00 0.00
177 1J 0.000 -0.194 0.000 -0.335 0.209 0.318 1.13 1.13 1.13 1.13 0.04 0.00 0.00
177 1K 0.000 -0.073 0.000 0.012 0.086 0.711 1.13 1.13 1.13 1.13 0.01 0.00 0.01
177 1L 0.000 -0.073 0.000 0.012 0.086 0.711 1.13 1.13 1.13 1.13 0.01 0.00 0.01
177 2 0.000 -0.854 0.000 -1.113 0.866 1.666 1.13 1.13 1.13 1.13 0.12 0.00 0.02
177 7 0.000 0.252 0.000 0.534 0.076 0.351 1.13 1.13 1.13 1.13 0.06 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
178 1A 0.000 -0.305 0.000 -0.195 0.748 0.537 1.13 1.13 1.13 1.13 0.03 0.00 0.01
178 1B 0.000 -0.305 0.000 -0.195 0.748 0.537 1.13 1.13 1.13 1.13 0.03 0.00 0.01
178 1C 0.000 -0.027 0.000 0.036 0.572 0.400 1.13 1.13 1.13 1.13 0.01 0.00 0.01
178 1D 0.000 -0.027 0.000 0.036 0.572 0.400 1.13 1.13 1.13 1.13 0.01 0.00 0.01
178 1I 0.000 -0.275 0.000 -0.288 0.245 0.794 1.13 1.13 1.13 1.13 0.03 0.00 0.01
178 1J 0.000 -0.275 0.000 -0.288 0.245 0.794 1.13 1.13 1.13 1.13 0.03 0.00 0.01
178 1K 0.000 -0.057 0.000 0.130 0.123 0.354 1.13 1.13 1.13 1.13 0.01 0.00 0.00
178 1L 0.000 -0.057 0.000 0.130 0.123 0.354 1.13 1.13 1.13 1.13 0.01 0.00 0.00
178 2 0.000 -1.073 0.000 -0.634 1.049 2.393 1.13 1.13 1.13 1.13 0.12 0.00 0.02
178 7 0.000 0.358 0.000 0.393 0.129 0.929 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
179 1A 0.000 -0.351 0.000 -0.170 0.672 0.505 1.13 1.13 1.13 1.13 0.04 0.00 0.01
179 1B 0.000 -0.351 0.000 -0.170 0.672 0.505 1.13 1.13 1.13 1.13 0.04 0.00 0.01
179 1C 0.000 0.034 0.000 0.021 1.160 0.410 1.13 1.13 1.13 1.13 0.01 0.00 0.01
179 1D 0.000 0.034 0.000 0.021 1.160 0.410 1.13 1.13 1.13 1.13 0.01 0.00 0.01
179 1I 0.000 -0.280 0.000 -0.233 0.027 0.765 1.13 1.13 1.13 1.13 0.03 0.00 0.01
179 1J 0.000 -0.280 0.000 -0.233 0.027 0.765 1.13 1.13 1.13 1.13 0.03 0.00 0.01
179 1K 0.000 -0.038 0.000 0.084 0.581 0.490 1.13 1.13 1.13 1.13 0.01 0.00 0.01
179 1L 0.000 -0.038 0.000 0.084 0.581 0.490 1.13 1.13 1.13 1.13 0.01 0.00 0.01
179 2 0.000 -0.952 0.000 -0.344 0.806 1.825 1.13 1.13 1.13 1.13 0.10 0.00 0.02
179 7 0.000 0.136 0.000 -0.106 0.311 0.180 1.13 1.13 1.13 1.13 0.01 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
180 1A 0.000 -0.278 0.000 -0.221 0.466 0.445 1.13 1.13 1.13 1.13 0.03 0.00 0.00
180 1B 0.000 -0.278 0.000 -0.221 0.466 0.445 1.13 1.13 1.13 1.13 0.03 0.00 0.00
180 1C 0.000 0.012 0.000 -0.070 0.762 0.584 1.13 1.13 1.13 1.13 0.01 0.00 0.01
180 1D 0.000 0.012 0.000 -0.070 0.762 0.584 1.13 1.13 1.13 1.13 0.01 0.00 0.01
180 1I 0.000 -0.208 0.000 -0.269 0.026 0.346 1.13 1.13 1.13 1.13 0.03 0.00 0.00
180 1J 0.000 -0.208 0.000 -0.269 0.026 0.346 1.13 1.13 1.13 1.13 0.03 0.00 0.00
180 1K 0.000 -0.059 0.000 -0.022 0.380 0.704 1.13 1.13 1.13 1.13 0.01 0.00 0.01
180 1L 0.000 -0.059 0.000 -0.022 0.380 0.704 1.13 1.13 1.13 1.13 0.01 0.00 0.01
180 2 0.000 -0.818 0.000 -0.772 0.369 2.625 1.13 1.13 1.13 1.13 0.09 0.00 0.03
180 7 0.000 0.139 0.000 -0.020 0.210 1.135 1.13 1.13 1.13 1.13 0.02 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
181 1A 0.000 -0.230 0.000 -0.264 0.352 0.338 1.13 1.13 1.13 1.13 0.03 0.00 0.00
181 1B 0.000 -0.230 0.000 -0.264 0.352 0.338 1.13 1.13 1.13 1.13 0.03 0.00 0.00
181 1C 0.000 0.005 0.000 -0.131 0.350 0.533 1.13 1.13 1.13 1.13 0.01 0.00 0.01
181 1D 0.000 0.005 0.000 -0.131 0.350 0.533 1.13 1.13 1.13 1.13 0.01 0.00 0.01
181 1I 0.000 -0.165 0.000 -0.300 0.072 0.035 1.13 1.13 1.13 1.13 0.03 0.00 0.00
181 1J 0.000 -0.165 0.000 -0.300 0.072 0.035 1.13 1.13 1.13 1.13 0.03 0.00 0.00
181 1K 0.000 -0.059 0.000 -0.095 0.133 0.638 1.13 1.13 1.13 1.13 0.01 0.00 0.01
181 1L 0.000 -0.059 0.000 -0.095 0.133 0.638 1.13 1.13 1.13 1.13 0.01 0.00 0.01
181 2 0.000 -0.687 0.000 -1.113 0.030 1.937 1.13 1.13 1.13 1.13 0.12 0.00 0.02
181 7 0.000 0.130 0.000 0.126 0.074 1.253 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
182 1A 0.000 -0.202 0.000 -0.281 0.295 0.366 1.13 1.13 1.13 1.13 0.03 0.00 0.00
182 1B 0.000 -0.202 0.000 -0.281 0.295 0.366 1.13 1.13 1.13 1.13 0.03 0.00 0.00
182 1C 0.000 -0.001 0.000 -0.175 0.126 0.326 1.13 1.13 1.13 1.13 0.02 0.00 0.00
182 1D 0.000 -0.001 0.000 -0.175 0.126 0.326 1.13 1.13 1.13 1.13 0.02 0.00 0.00
182 1I 0.000 -0.143 0.000 -0.280 0.140 0.275 1.13 1.13 1.13 1.13 0.03 0.00 0.00
182 1J 0.000 -0.143 0.000 -0.280 0.140 0.275 1.13 1.13 1.13 1.13 0.03 0.00 0.00
182 1K 0.000 -0.060 0.000 -0.176 0.019 0.189 1.13 1.13 1.13 1.13 0.02 0.00 0.00
182 1L 0.000 -0.060 0.000 -0.176 0.019 0.189 1.13 1.13 1.13 1.13 0.02 0.00 0.00
182 2 0.000 -0.608 0.000 -1.329 0.261 1.358 1.13 1.13 1.13 1.13 0.14 0.00 0.01
182 7 0.000 0.133 0.000 0.285 0.029 1.244 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
183 1A 0.000 -0.196 0.000 -0.309 0.072 0.315 1.13 1.13 1.13 1.13 0.03 0.00 0.00
183 1B 0.000 -0.196 0.000 -0.309 0.072 0.315 1.13 1.13 1.13 1.13 0.03 0.00 0.00
183 1C 0.000 -0.000 0.000 -0.165 0.348 0.080 1.13 1.13 1.13 1.13 0.02 0.00 0.00
183 1D 0.000 -0.000 0.000 -0.165 0.348 0.080 1.13 1.13 1.13 1.13 0.02 0.00 0.00
183 1I 0.000 -0.136 0.000 -0.349 0.004 0.632 1.13 1.13 1.13 1.13 0.04 0.00 0.01
183 1J 0.000 -0.136 0.000 -0.349 0.004 0.632 1.13 1.13 1.13 1.13 0.04 0.00 0.01
183 1K 0.000 -0.060 0.000 -0.125 0.126 0.419 1.13 1.13 1.13 1.13 0.01 0.00 0.00
183 1L 0.000 -0.060 0.000 -0.125 0.126 0.419 1.13 1.13 1.13 1.13 0.01 0.00 0.00
183 2 0.000 -0.612 0.000 -1.440 0.420 0.730 1.13 1.13 1.13 1.13 0.15 0.00 0.01
183 7 0.000 0.153 0.000 0.430 0.020 1.109 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
184 1A 0.000 -0.231 0.000 -0.324 0.454 0.069 1.13 1.13 1.13 1.13 0.03 0.00 0.00
184 1B 0.000 -0.231 0.000 -0.324 0.454 0.069 1.13 1.13 1.13 1.13 0.03 0.00 0.00
184 1C 0.000 -0.006 0.000 -0.135 0.251 0.367 1.13 1.13 1.13 1.13 0.01 0.00 0.00
184 1D 0.000 -0.006 0.000 -0.135 0.251 0.367 1.13 1.13 1.13 1.13 0.01 0.00 0.00
184 1I 0.000 -0.168 0.000 -0.400 0.192 0.144 1.13 1.13 1.13 1.13 0.04 0.00 0.00
184 1J 0.000 -0.168 0.000 -0.400 0.192 0.144 1.13 1.13 1.13 1.13 0.04 0.00 0.00
184 1K 0.000 -0.069 0.000 -0.059 0.025 0.514 1.13 1.13 1.13 1.13 0.01 0.00 0.00
184 1L 0.000 -0.069 0.000 -0.059 0.025 0.514 1.13 1.13 1.13 1.13 0.01 0.00 0.00
184 2 0.000 -0.729 0.000 -1.438 0.411 0.333 1.13 1.13 1.13 1.13 0.15 0.00 0.00
184 7 0.000 0.190 0.000 0.538 0.012 0.904 1.13 1.13 1.13 1.13 0.06 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 158
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
185 1A 0.000 -0.301 0.000 -0.292 0.481 0.390 1.13 1.13 1.13 1.13 0.03 0.00 0.00
185 1B 0.000 -0.301 0.000 -0.292 0.481 0.390 1.13 1.13 1.13 1.13 0.03 0.00 0.00
185 1C 0.000 -0.001 0.000 -0.066 0.748 0.580 1.13 1.13 1.13 1.13 0.01 0.00 0.01
185 1D 0.000 -0.001 0.000 -0.066 0.748 0.580 1.13 1.13 1.13 1.13 0.01 0.00 0.01
185 1I 0.000 -0.229 0.000 -0.372 0.016 0.373 1.13 1.13 1.13 1.13 0.04 0.00 0.00
185 1J 0.000 -0.229 0.000 -0.372 0.016 0.373 1.13 1.13 1.13 1.13 0.04 0.00 0.00
185 1K 0.000 -0.074 0.000 0.014 0.360 0.822 1.13 1.13 1.13 1.13 0.01 0.00 0.01
185 1L 0.000 -0.074 0.000 0.014 0.360 0.822 1.13 1.13 1.13 1.13 0.01 0.00 0.01
185 2 0.000 -0.920 0.000 -1.212 0.110 1.796 1.13 1.13 1.13 1.13 0.13 0.00 0.02
185 7 0.000 0.259 0.000 0.571 0.053 0.401 1.13 1.13 1.13 1.13 0.06 0.00 0.00
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
186 1A 0.000 -0.388 0.000 -0.233 0.649 0.672 1.13 1.13 1.13 1.13 0.04 0.00 0.01
186 1B 0.000 -0.388 0.000 -0.233 0.649 0.672 1.13 1.13 1.13 1.13 0.04 0.00 0.01
186 1C 0.000 0.017 0.000 0.048 1.181 0.383 1.13 1.13 1.13 1.13 0.01 0.00 0.01
186 1D 0.000 0.017 0.000 0.048 1.181 0.383 1.13 1.13 1.13 1.13 0.01 0.00 0.01
186 1I 0.000 -0.327 0.000 -0.338 0.046 1.084 1.13 1.13 1.13 1.13 0.04 0.00 0.01
186 1J 0.000 -0.327 0.000 -0.338 0.046 1.084 1.13 1.13 1.13 1.13 0.04 0.00 0.01
186 1K 0.000 -0.044 0.000 0.153 0.644 0.570 1.13 1.13 1.13 1.13 0.02 0.00 0.01
186 1L 0.000 -0.044 0.000 0.153 0.644 0.570 1.13 1.13 1.13 1.13 0.02 0.00 0.01
186 2 0.000 -1.173 0.000 -0.739 0.417 2.487 1.13 1.13 1.13 1.13 0.13 0.00 0.02
186 7 0.000 0.398 0.000 0.457 0.001 0.959 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
187 1A 0.000 -0.416 0.000 -0.203 0.587 0.786 1.13 1.13 1.13 1.13 0.04 0.00 0.01
187 1B 0.000 -0.416 0.000 -0.203 0.587 0.786 1.13 1.13 1.13 1.13 0.04 0.00 0.01
187 1C 0.000 0.115 0.000 0.042 1.692 0.773 1.13 1.13 1.13 1.13 0.01 0.00 0.02
187 1D 0.000 0.115 0.000 0.042 1.692 0.773 1.13 1.13 1.13 1.13 0.01 0.00 0.02
187 1I 0.000 -0.299 0.000 -0.281 0.391 0.952 1.13 1.13 1.13 1.13 0.03 0.00 0.01
187 1J 0.000 -0.299 0.000 -0.281 0.391 0.952 1.13 1.13 1.13 1.13 0.03 0.00 0.01
187 1K 0.000 -0.002 0.000 0.120 1.082 0.609 1.13 1.13 1.13 1.13 0.01 0.00 0.01
187 1L 0.000 -0.002 0.000 0.120 1.082 0.609 1.13 1.13 1.13 1.13 0.01 0.00 0.01
187 2 0.000 -0.891 0.000 -0.351 2.761 2.482 1.13 1.13 1.13 1.13 0.10 0.00 0.03
187 7 0.000 0.131 0.000 -0.153 0.855 0.209 1.13 1.13 1.13 1.13 0.02 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
188 1A 0.000 -0.318 0.000 -0.260 0.259 0.715 1.13 1.13 1.13 1.13 0.03 0.00 0.01
188 1B 0.000 -0.318 0.000 -0.260 0.259 0.715 1.13 1.13 1.13 1.13 0.03 0.00 0.01
188 1C 0.000 0.063 0.000 -0.057 0.856 0.966 1.13 1.13 1.13 1.13 0.01 0.00 0.01
188 1D 0.000 0.063 0.000 -0.057 0.856 0.966 1.13 1.13 1.13 1.13 0.01 0.00 0.01
188 1I 0.000 -0.218 0.000 -0.308 0.275 0.375 1.13 1.13 1.13 1.13 0.03 0.00 0.00
188 1J 0.000 -0.218 0.000 -0.308 0.275 0.375 1.13 1.13 1.13 1.13 0.03 0.00 0.00
188 1K 0.000 -0.037 0.000 -0.009 0.620 0.921 1.13 1.13 1.13 1.13 0.01 0.00 0.01
188 1L 0.000 -0.037 0.000 -0.009 0.620 0.921 1.13 1.13 1.13 1.13 0.01 0.00 0.01
188 2 0.000 -0.780 0.000 -0.845 1.534 3.211 1.13 1.13 1.13 1.13 0.09 0.00 0.03
188 7 0.000 0.133 0.000 -0.039 0.578 1.384 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
189 1A 0.000 -0.250 0.000 -0.298 0.066 0.499 1.13 1.13 1.13 1.13 0.03 0.00 0.00
189 1B 0.000 -0.250 0.000 -0.298 0.066 0.499 1.13 1.13 1.13 1.13 0.03 0.00 0.00
189 1C 0.000 0.036 0.000 -0.120 0.306 0.777 1.13 1.13 1.13 1.13 0.01 0.00 0.01
189 1D 0.000 0.036 0.000 -0.120 0.306 0.777 1.13 1.13 1.13 1.13 0.01 0.00 0.01
189 1I 0.000 -0.167 0.000 -0.327 0.082 0.044 1.13 1.13 1.13 1.13 0.04 0.00 0.00
189 1J 0.000 -0.167 0.000 -0.327 0.082 0.044 1.13 1.13 1.13 1.13 0.04 0.00 0.00
189 1K 0.000 -0.048 0.000 -0.092 0.205 0.788 1.13 1.13 1.13 1.13 0.01 0.00 0.01
189 1L 0.000 -0.048 0.000 -0.092 0.205 0.788 1.13 1.13 1.13 1.13 0.01 0.00 0.01
189 2 0.000 -0.648 0.000 -1.191 0.524 2.186 1.13 1.13 1.13 1.13 0.13 0.00 0.02
189 7 0.000 0.120 0.000 0.138 0.220 1.330 1.13 1.13 1.13 1.13 0.01 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
190 1A 0.000 -0.211 0.000 -0.307 0.055 0.452 1.13 1.13 1.13 1.13 0.03 0.00 0.00
190 1B 0.000 -0.211 0.000 -0.307 0.055 0.452 1.13 1.13 1.13 1.13 0.03 0.00 0.00
190 1C 0.000 0.016 0.000 -0.169 0.080 0.443 1.13 1.13 1.13 1.13 0.02 0.00 0.00
190 1D 0.000 0.016 0.000 -0.169 0.080 0.443 1.13 1.13 1.13 1.13 0.02 0.00 0.00
190 1I 0.000 -0.143 0.000 -0.297 0.024 0.307 1.13 1.13 1.13 1.13 0.03 0.00 0.00
190 1J 0.000 -0.143 0.000 -0.297 0.024 0.307 1.13 1.13 1.13 1.13 0.03 0.00 0.00
190 1K 0.000 -0.052 0.000 -0.179 0.019 0.266 1.13 1.13 1.13 1.13 0.02 0.00 0.00
190 1L 0.000 -0.052 0.000 -0.179 0.019 0.266 1.13 1.13 1.13 1.13 0.02 0.00 0.00
190 2 0.000 -0.566 0.000 -1.398 0.089 1.494 1.13 1.13 1.13 1.13 0.15 0.00 0.01
190 7 0.000 0.112 0.000 0.294 0.103 1.269 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
191 1A 0.000 -0.211 0.000 -0.339 0.265 0.391 1.13 1.13 1.13 1.13 0.04 0.00 0.00
191 1B 0.000 -0.211 0.000 -0.339 0.265 0.391 1.13 1.13 1.13 1.13 0.04 0.00 0.00
191 1C 0.000 0.012 0.000 -0.164 0.412 0.061 1.13 1.13 1.13 1.13 0.02 0.00 0.00
191 1D 0.000 0.012 0.000 -0.164 0.412 0.061 1.13 1.13 1.13 1.13 0.02 0.00 0.00
191 1I 0.000 -0.141 0.000 -0.371 0.074 0.755 1.13 1.13 1.13 1.13 0.04 0.00 0.01
191 1J 0.000 -0.141 0.000 -0.371 0.074 0.755 1.13 1.13 1.13 1.13 0.04 0.00 0.01
191 1K 0.000 -0.058 0.000 -0.132 0.145 0.387 1.13 1.13 1.13 1.13 0.01 0.00 0.00
191 1L 0.000 -0.058 0.000 -0.132 0.145 0.387 1.13 1.13 1.13 1.13 0.01 0.00 0.00
191 2 0.000 -0.579 0.000 -1.520 0.207 0.869 1.13 1.13 1.13 1.13 0.16 0.00 0.01
191 7 0.000 0.132 0.000 0.446 0.110 1.062 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
192 1A 0.000 -0.262 0.000 -0.372 0.362 0.183 1.13 1.13 1.13 1.13 0.04 0.00 0.00
192 1B 0.000 -0.262 0.000 -0.372 0.362 0.183 1.13 1.13 1.13 1.13 0.04 0.00 0.00
192 1C 0.000 0.011 0.000 -0.131 0.050 0.683 1.13 1.13 1.13 1.13 0.01 0.00 0.01
192 1D 0.000 0.011 0.000 -0.131 0.050 0.683 1.13 1.13 1.13 1.13 0.01 0.00 0.01
192 1I 0.000 -0.182 0.000 -0.442 0.210 0.195 1.13 1.13 1.13 1.13 0.05 0.00 0.00
192 1J 0.000 -0.182 0.000 -0.442 0.210 0.195 1.13 1.13 1.13 1.13 0.05 0.00 0.00
192 1K 0.000 -0.069 0.000 -0.060 0.006 0.701 1.13 1.13 1.13 1.13 0.01 0.00 0.01
192 1L 0.000 -0.069 0.000 -0.060 0.006 0.701 1.13 1.13 1.13 1.13 0.01 0.00 0.01
192 2 0.000 -0.708 0.000 -1.548 0.150 0.468 1.13 1.13 1.13 1.13 0.17 0.00 0.00
192 7 0.000 0.168 0.000 0.568 0.152 0.933 1.13 1.13 1.13 1.13 0.06 0.00 0.01
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 159
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
193 1A 0.000 -0.342 0.000 -0.341 0.334 0.648 1.13 1.13 1.13 1.13 0.04 0.00 0.01
193 1B 0.000 -0.342 0.000 -0.341 0.334 0.648 1.13 1.13 1.13 1.13 0.04 0.00 0.01
193 1C 0.000 0.032 0.000 -0.056 0.820 1.057 1.13 1.13 1.13 1.13 0.01 0.00 0.01
193 1D 0.000 0.032 0.000 -0.056 0.820 1.057 1.13 1.13 1.13 1.13 0.01 0.00 0.01
193 1I 0.000 -0.248 0.000 -0.428 0.193 0.407 1.13 1.13 1.13 1.13 0.05 0.00 0.00
193 1J 0.000 -0.248 0.000 -0.428 0.193 0.407 1.13 1.13 1.13 1.13 0.05 0.00 0.00
193 1K 0.000 -0.062 0.000 0.030 0.639 1.174 1.13 1.13 1.13 1.13 0.01 0.00 0.01
193 1L 0.000 -0.062 0.000 0.030 0.639 1.174 1.13 1.13 1.13 1.13 0.01 0.00 0.01
193 2 0.000 -0.891 0.000 -1.340 0.724 2.302 1.13 1.13 1.13 1.13 0.14 0.00 0.02
193 7 0.000 0.234 0.000 0.630 0.022 0.598 1.13 1.13 1.13 1.13 0.07 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
194 1A 0.000 -0.457 0.000 -0.285 0.469 0.941 1.13 1.13 1.13 1.13 0.05 0.00 0.01
194 1B 0.000 -0.457 0.000 -0.285 0.469 0.941 1.13 1.13 1.13 1.13 0.05 0.00 0.01
194 1C 0.000 0.093 0.000 0.082 1.857 0.574 1.13 1.13 1.13 1.13 0.01 0.00 0.02
194 1D 0.000 0.093 0.000 0.082 1.857 0.574 1.13 1.13 1.13 1.13 0.01 0.00 0.02
194 1I 0.000 -0.357 0.000 -0.413 0.525 1.309 1.13 1.13 1.13 1.13 0.04 0.00 0.01
194 1J 0.000 -0.357 0.000 -0.413 0.525 1.309 1.13 1.13 1.13 1.13 0.04 0.00 0.01
194 1K 0.000 -0.007 0.000 0.210 1.337 0.651 1.13 1.13 1.13 1.13 0.02 0.00 0.01
194 1L 0.000 -0.007 0.000 0.210 1.337 0.651 1.13 1.13 1.13 1.13 0.02 0.00 0.01
194 2 0.000 -1.135 0.000 -0.850 2.191 3.453 1.13 1.13 1.13 1.13 0.12 0.00 0.03
194 7 0.000 0.395 0.000 0.562 0.132 1.329 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
195 1A 0.000 -0.498 0.000 -0.258 1.233 1.336 1.13 1.13 1.13 1.13 0.05 0.00 0.01
195 1B 0.000 -0.498 0.000 -0.258 1.233 1.336 1.13 1.13 1.13 1.13 0.05 0.00 0.01
195 1C 0.000 0.264 0.000 0.098 2.887 1.901 1.13 1.13 1.13 1.13 0.03 0.00 0.03
195 1D 0.000 0.264 0.000 0.098 2.887 1.901 1.13 1.13 1.13 1.13 0.03 0.00 0.03
195 1I 0.000 -0.302 0.000 -0.344 0.085 1.131 1.13 1.13 1.13 1.13 0.04 0.00 0.01
195 1J 0.000 -0.302 0.000 -0.344 0.085 1.131 1.13 1.13 1.13 1.13 0.04 0.00 0.01
195 1K 0.000 0.068 0.000 0.184 2.292 1.087 1.13 1.13 1.13 1.13 0.02 0.00 0.02
195 1L 0.000 0.068 0.000 0.184 2.292 1.087 1.13 1.13 1.13 1.13 0.02 0.00 0.02
195 2 0.000 -0.680 0.000 -0.297 5.180 4.316 1.13 1.13 1.13 1.13 0.07 0.00 0.05
195 7 0.000 0.103 0.000 -0.242 1.518 0.365 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
196 1A 0.000 -0.342 0.000 -0.326 0.005 1.088 1.13 1.13 1.13 1.13 0.04 0.00 0.01
196 1B 0.000 -0.342 0.000 -0.326 0.005 1.088 1.13 1.13 1.13 1.13 0.04 0.00 0.01
196 1C 0.000 0.133 0.000 -0.017 1.272 1.700 1.13 1.13 1.13 1.13 0.01 0.00 0.02
196 1D 0.000 0.133 0.000 -0.017 1.272 1.700 1.13 1.13 1.13 1.13 0.01 0.00 0.02
196 1I 0.000 -0.214 0.000 -0.357 0.391 0.266 1.13 1.13 1.13 1.13 0.04 0.00 0.00
196 1J 0.000 -0.214 0.000 -0.357 0.391 0.266 1.13 1.13 1.13 1.13 0.04 0.00 0.00
196 1K 0.000 0.004 0.000 0.014 1.097 1.443 1.13 1.13 1.13 1.13 0.01 0.00 0.01
196 1L 0.000 0.004 0.000 0.014 1.097 1.443 1.13 1.13 1.13 1.13 0.01 0.00 0.01
196 2 0.000 -0.639 0.000 -0.918 3.060 4.236 1.13 1.13 1.13 1.13 0.10 0.00 0.04
196 7 0.000 0.108 0.000 -0.068 1.242 1.830 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
197 1A 0.000 -0.249 0.000 -0.345 0.321 0.615 1.13 1.13 1.13 1.13 0.04 0.00 0.01
197 1B 0.000 -0.249 0.000 -0.345 0.321 0.615 1.13 1.13 1.13 1.13 0.04 0.00 0.01
197 1C 0.000 0.066 0.000 -0.102 0.380 1.003 1.13 1.13 1.13 1.13 0.01 0.00 0.01
197 1D 0.000 0.066 0.000 -0.102 0.380 1.003 1.13 1.13 1.13 1.13 0.01 0.00 0.01
197 1I 0.000 -0.155 0.000 -0.358 0.263 0.010 1.13 1.13 1.13 1.13 0.04 0.00 0.00
197 1J 0.000 -0.155 0.000 -0.358 0.263 0.010 1.13 1.13 1.13 1.13 0.04 0.00 0.00
197 1K 0.000 -0.028 0.000 -0.089 0.310 0.994 1.13 1.13 1.13 1.13 0.01 0.00 0.01
197 1L 0.000 -0.028 0.000 -0.089 0.310 0.994 1.13 1.13 1.13 1.13 0.01 0.00 0.01
197 2 0.000 -0.544 0.000 -1.281 1.144 2.628 1.13 1.13 1.13 1.13 0.14 0.00 0.03
197 7 0.000 0.097 0.000 0.152 0.440 1.481 1.13 1.13 1.13 1.13 0.02 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
198 1A 0.000 -0.203 0.000 -0.340 0.651 0.190 1.13 1.13 1.13 1.13 0.04 0.00 0.01
198 1B 0.000 -0.203 0.000 -0.340 0.651 0.190 1.13 1.13 1.13 1.13 0.04 0.00 0.01
198 1C 0.000 0.036 0.000 -0.160 0.516 0.154 1.13 1.13 1.13 1.13 0.02 0.00 0.00
198 1D 0.000 0.036 0.000 -0.160 0.516 0.154 1.13 1.13 1.13 1.13 0.02 0.00 0.00
198 1I 0.000 -0.130 0.000 -0.317 0.290 0.058 1.13 1.13 1.13 1.13 0.03 0.00 0.00
198 1J 0.000 -0.130 0.000 -0.317 0.290 0.058 1.13 1.13 1.13 1.13 0.03 0.00 0.00
198 1K 0.000 -0.037 0.000 -0.183 0.273 0.073 1.13 1.13 1.13 1.13 0.02 0.00 0.00
198 1L 0.000 -0.037 0.000 -0.183 0.273 0.073 1.13 1.13 1.13 1.13 0.02 0.00 0.00
198 2 0.000 -0.476 0.000 -1.482 0.515 1.671 1.13 1.13 1.13 1.13 0.16 0.00 0.02
198 7 0.000 0.088 0.000 0.311 0.156 1.334 1.13 1.13 1.13 1.13 0.03 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
199 1A 0.000 -0.210 0.000 -0.375 0.481 0.238 1.13 1.13 1.13 1.13 0.04 0.00 0.00
199 1B 0.000 -0.210 0.000 -0.375 0.481 0.238 1.13 1.13 1.13 1.13 0.04 0.00 0.00
199 1C 0.000 0.025 0.000 -0.166 0.359 0.691 1.13 1.13 1.13 1.13 0.02 0.00 0.01
199 1D 0.000 0.025 0.000 -0.166 0.359 0.691 1.13 1.13 1.13 1.13 0.02 0.00 0.01
199 1I 0.000 -0.137 0.000 -0.397 0.230 0.583 1.13 1.13 1.13 1.13 0.04 0.00 0.01
199 1J 0.000 -0.137 0.000 -0.397 0.230 0.583 1.13 1.13 1.13 1.13 0.04 0.00 0.01
199 1K 0.000 -0.048 0.000 -0.143 0.252 0.636 1.13 1.13 1.13 1.13 0.02 0.00 0.01
199 1L 0.000 -0.048 0.000 -0.143 0.252 0.636 1.13 1.13 1.13 1.13 0.02 0.00 0.01
199 2 0.000 -0.501 0.000 -1.618 0.389 0.932 1.13 1.13 1.13 1.13 0.17 0.00 0.01
199 7 0.000 0.106 0.000 0.466 0.004 1.056 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
200 1A 0.000 -0.270 0.000 -0.421 0.269 0.280 1.13 1.13 1.13 1.13 0.05 0.00 0.00
200 1B 0.000 -0.270 0.000 -0.421 0.269 0.280 1.13 1.13 1.13 1.13 0.05 0.00 0.00
200 1C 0.000 0.036 0.000 -0.125 0.351 1.023 1.13 1.13 1.13 1.13 0.01 0.00 0.01
200 1D 0.000 0.036 0.000 -0.125 0.351 1.023 1.13 1.13 1.13 1.13 0.01 0.00 0.01
200 1I 0.000 -0.181 0.000 -0.481 0.219 0.299 1.13 1.13 1.13 1.13 0.05 0.00 0.00
200 1J 0.000 -0.181 0.000 -0.481 0.219 0.299 1.13 1.13 1.13 1.13 0.05 0.00 0.00
200 1K 0.000 -0.053 0.000 -0.064 0.364 0.996 1.13 1.13 1.13 1.13 0.01 0.00 0.01
200 1L 0.000 -0.053 0.000 -0.064 0.364 0.996 1.13 1.13 1.13 1.13 0.01 0.00 0.01
200 2 0.000 -0.620 0.000 -1.668 0.709 0.768 1.13 1.13 1.13 1.13 0.18 0.00 0.01
200 7 0.000 0.139 0.000 0.603 0.152 0.971 1.13 1.13 1.13 1.13 0.06 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 160
201 1A 0.000 -0.370 0.000 -0.423 0.091 0.975 1.13 1.13 1.13 1.13 0.05 0.00 0.01
201 1B 0.000 -0.370 0.000 -0.423 0.091 0.975 1.13 1.13 1.13 1.13 0.05 0.00 0.01
201 1C 0.000 0.101 0.000 -0.011 1.321 2.105 1.13 1.13 1.13 1.13 0.01 0.00 0.02
201 1D 0.000 0.101 0.000 -0.011 1.321 2.105 1.13 1.13 1.13 1.13 0.01 0.00 0.02
201 1I 0.000 -0.252 0.000 -0.496 0.404 0.154 1.13 1.13 1.13 1.13 0.05 0.00 0.00
201 1J 0.000 -0.252 0.000 -0.496 0.404 0.154 1.13 1.13 1.13 1.13 0.05 0.00 0.00
201 1K 0.000 -0.016 0.000 0.062 1.426 1.987 1.13 1.13 1.13 1.13 0.01 0.00 0.02
201 1L 0.000 -0.016 0.000 0.062 1.426 1.987 1.13 1.13 1.13 1.13 0.01 0.00 0.02
201 2 0.000 -0.741 0.000 -1.473 1.896 3.018 1.13 1.13 1.13 1.13 0.16 0.00 0.03
201 7 0.000 0.186 0.000 0.701 0.543 0.889 1.13 1.13 1.13 1.13 0.08 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
202 1A 0.000 -0.521 0.000 -0.355 1.027 1.477 1.13 1.13 1.13 1.13 0.06 0.00 0.01
202 1B 0.000 -0.521 0.000 -0.355 1.027 1.477 1.13 1.13 1.13 1.13 0.06 0.00 0.01
202 1C 0.000 0.229 0.000 0.150 3.255 1.799 1.13 1.13 1.13 1.13 0.02 0.00 0.03
202 1D 0.000 0.229 0.000 0.150 3.255 1.799 1.13 1.13 1.13 1.13 0.02 0.00 0.03
202 1I 0.000 -0.360 0.000 -0.509 0.062 1.431 1.13 1.13 1.13 1.13 0.05 0.00 0.01
202 1J 0.000 -0.360 0.000 -0.509 0.062 1.431 1.13 1.13 1.13 1.13 0.05 0.00 0.01
202 1K 0.000 0.068 0.000 0.303 3.083 1.170 1.13 1.13 1.13 1.13 0.03 0.00 0.03
202 1L 0.000 0.068 0.000 0.303 3.083 1.170 1.13 1.13 1.13 1.13 0.03 0.00 0.03
202 2 0.000 -0.912 0.000 -0.958 4.500 5.886 1.13 1.13 1.13 1.13 0.10 0.00 0.06
202 7 0.000 0.338 0.000 0.715 0.305 2.222 1.13 1.13 1.13 1.13 0.08 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
203 1A 0.000 -0.683 0.000 -0.443 0.409 1.472 1.13 1.13 1.13 1.13 0.07 0.00 0.01
203 1B 0.000 -0.683 0.000 -0.443 0.409 1.472 1.13 1.13 1.13 1.13 0.07 0.00 0.01
203 1C 0.000 0.592 0.000 0.310 2.955 3.121 1.13 1.13 1.13 1.13 0.06 0.00 0.03
203 1D 0.000 0.592 0.000 0.310 2.955 3.121 1.13 1.13 1.13 1.13 0.06 0.00 0.03
203 1I 0.000 -0.391 0.000 -0.551 1.171 1.400 1.13 1.13 1.13 1.13 0.06 0.00 0.01
203 1J 0.000 -0.391 0.000 -0.551 1.171 1.400 1.13 1.13 1.13 1.13 0.06 0.00 0.01
203 1K 0.000 0.299 0.000 0.418 2.400 2.005 1.13 1.13 1.13 1.13 0.04 0.00 0.02
203 1L 0.000 0.299 0.000 0.418 2.400 2.005 1.13 1.13 1.13 1.13 0.04 0.00 0.02
203 2 0.000 -0.234 0.000 0.237 8.981 8.752 1.13 1.13 1.13 1.13 0.03 0.00 0.09
203 7 0.000 -0.033 0.000 -0.403 2.039 0.382 1.13 1.13 1.13 1.13 0.04 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
204 1A 0.000 -0.348 0.000 -0.393 0.668 0.708 1.13 1.13 1.13 1.13 0.04 0.00 0.01
204 1B 0.000 -0.348 0.000 -0.393 0.668 0.708 1.13 1.13 1.13 1.13 0.04 0.00 0.01
204 1C 0.000 0.215 0.000 0.030 1.177 2.208 1.13 1.13 1.13 1.13 0.02 0.00 0.02
204 1D 0.000 0.215 0.000 0.030 1.177 2.208 1.13 1.13 1.13 1.13 0.02 0.00 0.02
204 1I 0.000 -0.188 0.000 -0.429 0.719 0.113 1.13 1.13 1.13 1.13 0.05 0.00 0.01
204 1J 0.000 -0.188 0.000 -0.429 0.719 0.113 1.13 1.13 1.13 1.13 0.05 0.00 0.01
204 1K 0.000 0.054 0.000 0.065 0.945 2.063 1.13 1.13 1.13 1.13 0.01 0.00 0.02
204 1L 0.000 0.054 0.000 0.065 0.945 2.063 1.13 1.13 1.13 1.13 0.01 0.00 0.02
204 2 0.000 -0.390 0.000 -0.959 2.901 5.440 1.13 1.13 1.13 1.13 0.10 0.00 0.05
204 7 0.000 0.040 0.000 -0.104 1.016 2.079 1.13 1.13 1.13 1.13 0.01 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
205 1A 0.000 -0.231 0.000 -0.391 0.910 0.521 1.13 1.13 1.13 1.13 0.04 0.00 0.01
205 1B 0.000 -0.231 0.000 -0.391 0.910 0.521 1.13 1.13 1.13 1.13 0.04 0.00 0.01
205 1C 0.000 0.098 0.000 -0.085 0.213 0.986 1.13 1.13 1.13 1.13 0.01 0.00 0.01
205 1D 0.000 0.098 0.000 -0.085 0.213 0.986 1.13 1.13 1.13 1.13 0.01 0.00 0.01
205 1I 0.000 -0.133 0.000 -0.390 0.477 0.090 1.13 1.13 1.13 1.13 0.04 0.00 0.00
205 1J 0.000 -0.133 0.000 -0.390 0.477 0.090 1.13 1.13 1.13 1.13 0.04 0.00 0.00
205 1K 0.000 0.001 0.000 -0.086 0.291 1.177 1.13 1.13 1.13 1.13 0.01 0.00 0.01
205 1L 0.000 0.001 0.000 -0.086 0.291 1.177 1.13 1.13 1.13 1.13 0.01 0.00 0.01
205 2 0.000 -0.391 0.000 -1.371 1.361 3.201 1.13 1.13 1.13 1.13 0.15 0.00 0.03
205 7 0.000 0.061 0.000 0.163 0.453 1.719 1.13 1.13 1.13 1.13 0.02 0.00 0.02
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
206 1A 0.000 -0.174 0.000 -0.378 1.515 0.290 1.13 1.13 1.13 1.13 0.04 0.00 0.01
206 1B 0.000 -0.174 0.000 -0.378 1.515 0.290 1.13 1.13 1.13 1.13 0.04 0.00 0.01
206 1C 0.000 0.055 0.000 -0.151 0.913 0.338 1.13 1.13 1.13 1.13 0.02 0.00 0.01
206 1D 0.000 0.055 0.000 -0.151 0.913 0.338 1.13 1.13 1.13 1.13 0.02 0.00 0.01
206 1I 0.000 -0.105 0.000 -0.340 0.666 0.260 1.13 1.13 1.13 1.13 0.04 0.00 0.01
206 1J 0.000 -0.105 0.000 -0.340 0.666 0.260 1.13 1.13 1.13 1.13 0.04 0.00 0.01
206 1K 0.000 -0.015 0.000 -0.189 0.480 0.320 1.13 1.13 1.13 1.13 0.02 0.00 0.00
206 1L 0.000 -0.015 0.000 -0.189 0.480 0.320 1.13 1.13 1.13 1.13 0.02 0.00 0.00
206 2 0.000 -0.342 0.000 -1.574 0.920 1.810 1.13 1.13 1.13 1.13 0.17 0.00 0.02
206 7 0.000 0.063 0.000 0.332 0.184 1.433 1.13 1.13 1.13 1.13 0.04 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
207 1A 0.000 -0.180 0.000 -0.417 0.690 0.244 1.13 1.13 1.13 1.13 0.04 0.00 0.01
207 1B 0.000 -0.180 0.000 -0.417 0.690 0.244 1.13 1.13 1.13 1.13 0.04 0.00 0.01
207 1C 0.000 0.045 0.000 -0.159 0.085 0.170 1.13 1.13 1.13 1.13 0.02 0.00 0.00
207 1D 0.000 0.045 0.000 -0.159 0.085 0.170 1.13 1.13 1.13 1.13 0.02 0.00 0.00
207 1I 0.000 -0.113 0.000 -0.425 0.426 0.783 1.13 1.13 1.13 1.13 0.05 0.00 0.01
207 1J 0.000 -0.113 0.000 -0.425 0.426 0.783 1.13 1.13 1.13 1.13 0.05 0.00 0.01
207 1K 0.000 -0.023 0.000 -0.152 0.260 0.499 1.13 1.13 1.13 1.13 0.02 0.00 0.00
207 1L 0.000 -0.023 0.000 -0.152 0.260 0.499 1.13 1.13 1.13 1.13 0.02 0.00 0.00
207 2 0.000 -0.366 0.000 -1.719 1.030 0.795 1.13 1.13 1.13 1.13 0.18 0.00 0.01
207 7 0.000 0.081 0.000 0.489 0.021 1.165 1.13 1.13 1.13 1.13 0.05 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
208 1A 0.000 -0.243 0.000 -0.460 1.129 0.159 1.13 1.13 1.13 1.13 0.05 0.00 0.01
208 1B 0.000 -0.243 0.000 -0.460 1.129 0.159 1.13 1.13 1.13 1.13 0.05 0.00 0.01
208 1C 0.000 0.076 0.000 -0.119 0.408 1.080 1.13 1.13 1.13 1.13 0.01 0.00 0.01
208 1D 0.000 0.076 0.000 -0.119 0.408 1.080 1.13 1.13 1.13 1.13 0.01 0.00 0.01
208 1I 0.000 -0.154 0.000 -0.516 0.703 0.459 1.13 1.13 1.13 1.13 0.06 0.00 0.01
208 1J 0.000 -0.154 0.000 -0.516 0.703 0.459 1.13 1.13 1.13 1.13 0.06 0.00 0.01
208 1K 0.000 -0.013 0.000 -0.063 0.579 1.298 1.13 1.13 1.13 1.13 0.01 0.00 0.01
208 1L 0.000 -0.013 0.000 -0.063 0.579 1.298 1.13 1.13 1.13 1.13 0.01 0.00 0.01
208 2 0.000 -0.460 0.000 -1.780 1.418 1.156 1.13 1.13 1.13 1.13 0.19 0.00 0.01
208 7 0.000 0.121 0.000 0.643 0.261 1.062 1.13 1.13 1.13 1.13 0.07 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
OPERE DI RISANAMENTO CONSERVATIVO E RECUPERO FUNZIONALE DEL COMPLESSO DENOMINATO "EX COLLEGIO S. VINCENZO" IN PIACENZA
RELAZIONE DI CALCOLO PENSILINA CORTILE INTERNO Pag. 161
209 1A 0.000 -0.360 0.000 -0.505 0.858 0.385 1.13 1.13 1.13 1.13 0.05 0.00 0.01
209 1B 0.000 -0.360 0.000 -0.505 0.858 0.385 1.13 1.13 1.13 1.13 0.05 0.00 0.01
209 1C 0.000 0.190 0.000 0.048 1.365 2.919 1.13 1.13 1.13 1.13 0.02 0.00 0.03
209 1D 0.000 0.190 0.000 0.048 1.365 2.919 1.13 1.13 1.13 1.13 0.02 0.00 0.03
209 1I 0.000 -0.216 0.000 -0.597 0.981 0.540 1.13 1.13 1.13 1.13 0.06 0.00 0.01
209 1J 0.000 -0.216 0.000 -0.597 0.981 0.540 1.13 1.13 1.13 1.13 0.06 0.00 0.01
209 1K 0.000 0.046 0.000 0.141 1.342 2.912 1.13 1.13 1.13 1.13 0.02 0.00 0.03
209 1L 0.000 0.046 0.000 0.141 1.342 2.912 1.13 1.13 1.13 1.13 0.02 0.00 0.03
209 2 0.000 -0.504 0.000 -1.590 2.433 4.208 1.13 1.13 1.13 1.13 0.17 0.00 0.04
209 7 0.000 0.168 0.000 0.788 0.311 0.558 1.13 1.13 1.13 1.13 0.08 0.00 0.01
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
210 1A 0.000 -0.671 0.000 -0.615 0.062 1.716 1.13 1.13 1.13 1.13 0.07 0.00 0.02
210 1B 0.000 -0.671 0.000 -0.615 0.062 1.716 1.13 1.13 1.13 1.13 0.07 0.00 0.02
210 1C 0.000 0.549 0.000 0.434 3.504 3.428 1.13 1.13 1.13 1.13 0.06 0.00 0.03
210 1D 0.000 0.549 0.000 0.434 3.504 3.428 1.13 1.13 1.13 1.13 0.06 0.00 0.03
210 1I 0.000 -0.491 0.000 -0.837 1.577 1.681 1.13 1.13 1.13 1.13 0.09 0.00 0.02
210 1J 0.000 -0.491 0.000 -0.837 1.577 1.681 1.13 1.13 1.13 1.13 0.09 0.00 0.02
210 1K 0.000 0.369 0.000 0.656 3.120 2.296 1.13 1.13 1.13 1.13 0.07 0.00 0.03
210 1L 0.000 0.369 0.000 0.656 3.120 2.296 1.13 1.13 1.13 1.13 0.07 0.00 0.03
210 2 0.000 -0.424 0.000 -1.047 9.166 12.431 1.13 1.13 1.13 1.13 0.11 0.00 0.12
210 7 0.000 0.219 0.000 0.942 1.707 5.170 1.13 1.13 1.13 1.13 0.10 0.00 0.05
Spess.= 25.0 cm Axxinf= -- Axxsup= -- Ayyinf= -- Ayysup= -- (e arm. base nelle due direz.)
STAMPA SINTETICA (stampa degli elementi con massimo IR a presso-tenso-flessione (N, M), IR txy, IR Vz/Vrd1))
GUSCI
------------------------------------------------------------------------------------------------------------------------
Gruppo El. NC N, M txy Vz/Vrd1 Note
---- ---- -------
IR IR IR
------------------------------------------------------------------------------------------------------------------------
1 64 2 0.21 -- --
1 1 1A -- 0.00 --
1 1 2 -- -- 0.16