Realizzazione di nuova palestra ad uso scolastico all'interno del … · La falda acquifera a...

1132CODICE EDIFICIO:

NOME FILE:

SCALA:

DATA:

AGGIORNAMENTI:

REDATTO:

1- _______

SETTEMBRE 2010

2-

VERIFICATO:

Via Torino 9

Arch. Maria Paola BURDINO

PROGETTO ARCHITETTONICO:

Geom. Michele VAJRA

IL DIRIGENTE e RESPONSABILE DEL PROCEDIMENTO:

OGGETTO:

RELAZIONE DI CALCOLO STRUTTURALE

Realizzazione di nuova palestra ad uso scolasticoall'interno del Parco Dalla Chiesa

I.I.S. "CURIE" SEZIONE DI COLLEGNO

AREA EDILIZIA

SERVIZIO PROGRAMMAZIONE EDILIZIA

VSDR1001.dwg

SD.001

VARIANTE IN CORSO D'OPERA

Ing. Sveva ROSA

PROGETTO IMPIANTISTICO TERMICO E IDRAULICO:

Ing. Sandro PETRUZZI

PROGETTO STRUTTURALE:

AREA DECENTRAMENTO, SISTEMA INFORMATIVO E ORGANIZZAZIONE

Collaboratori:

Arch. Alessandra MATTALIA

STRUTTURALE

AV SP

SERVIZIO ASSISTENZA TECNICA AI COMUNI

COMUNE DI COLLEGNO – REALIZZAZIONE NUOVA PALESTRA AD USO SCOLASTICO PERIZIA DI VARIANTE

SP_VSD-R1-001 relazione di calcolo strutturale.doc 2

INDICE

1 INTRODUZIONE ..............................................................................................................................4

2 NORMATIVA DI RIFERIMENTO........................... ......................................................................4

2.1 METODO DI CALCOLO ........................................................................................................................5

3 DESCRIZIONE DELLA STRUTTURA IN PROGETTO............ .................................................5

3.1 CARATTERISTICHE GENERALI DELLA STRUTTURA .........................................................................5 3.1.1 INQUADRAMENTO GEOLOGICO - GEOTECNICO.................................................................................5 3.1.2 FONDAZIONI ......................................................................................................................................5 3.1.3 PILASTRATE.......................................................................................................................................6 3.1.4 TRAVI DI SOLAIO E CORDOLI.............................................................................................................6 3.1.5 SOLAI .................................................................................................................................................7 3.1.6 COPERTURA.......................................................................................................................................7 3.2 MATERIALI DI PROGETTO .................................................................................................................7 3.2.1 CALCESTRUZZO.................................................................................................................................7 3.2.2 ARMATURA .......................................................................................................................................8 3.2.3 TERRENO...........................................................................................................................................8 3.2.4 LEGNO LAMELLARE ..........................................................................................................................8

4 ANALISI DI CALCOLO DELLA STRUTTURA ................. .........................................................8

4.1 INDIVIDUAZIONE DEL CODICE DI CALCOLO ......................................................................................9 4.2 GRADO DI AFFIDABILITA ' DEL CODICE .............................................................................................9 4.3 MOTIVAZIONE DELLA SCELTA DEL CODICE .....................................................................................9 4.4 NOTIZIE SULL 'ELABORATORE ...........................................................................................................9 4.5 VALUTAZIONE DELLA CORRETTEZZA DEL MODELLO ...................................................................10 4.6 GIUDIZIO MOTIVATO DI ACCETTABILITA ' DEI RISULTATI .............................................................10 4.7 SCHEMATIZZAZIONE DELLA STRUTTURA E DEI VINCOLI ..............................................................10 4.7.1 PALESTRA........................................................................................................................................10 4.7.2 SPOGLIATOIO...................................................................................................................................10 4.8 MODELLAZIONE DELLA STRUTTURA E DEI VINCOLI ......................................................................10 4.9 COMBINAZIONE DEI CARICHI ..........................................................................................................12 4.9.1 CARICO NEVE (D.M. LL.PP. 16/01/96)...........................................................................................12 4.9.2 AZIONI DEL VENTO (D.M. LL.PP. 16/01/96) ..................................................................................12 4.9.3 LINEARIZZAZIONE DEI CARICHI ......................................................................................................14 4.9.4 AZIONI SISMICHE.............................................................................................................................14

5 ALLEGATI.......................................................................................................................................15

6 DATI DI INGRESSO E VERIFICHE............................................................................................15




6.1 PALESTRA ..........................................................................................................................................15 6.2 SPOGLIATOIO ..................................................................................................................................133

7 COPERTURA IN LEGNO LAMELLARE....................... ..........................................................195

7.1.1 NORMATIVA DI RIFERIMENTO..............................................................................................195 7.1.2 MATERIALI UTILIZZATI..........................................................................................................196 7.1.3 VERIFICA AGLI STATI LIMITE ULTIMI E DI ESERCIZIO ...................................................200 7.2 VERIFICA DEGLI ARCARECCI (16 * 24)..........................................................................................203 7.2.2 STATO LIMITE ULTIMO (SLU) .......................................................................................................203 7.2.3 STATO LIMITE DI ESERCIZIO (SLE) ...............................................................................................204 7.3 VERIFICA DELLE TRAVI PRINCIPALI CURVE (22 * 124) ................................................................205 7.3.2 STATO LIMITE ULTIMO (SLU) .......................................................................................................206 7.3.3 STATO LIMITE DI ESERCIZIO (SLE) ...............................................................................................208 7.3.4 VERIFICA ANCORAGGIO ARCARECCI (16 * 24) ALLE TRAVI PRINCIPALI ......................................209




RELAZIONE DI CALCOLO STRUTTURALE (DI PROGETTO ESECUTIVO)

1 INTRODUZIONE

Oggetto della presente relazione è la rielaborazione delle sollecitazioni ed il calcolo delle

strutture in cemento armato ordinario ed in legno, della nuova palestra ad uso scolastico

all’interno del Parco Dalla Chiesa, a servizio dell’I.I.S. “Curie” di Collegno (TO) a seguito delle

modifiche resesi necessarie durante l’esecuzione dei lavori a mezzo della prima perizia di

variante; tali modifiche sono dovute sia dal recepimento di normative entrate in vigore dopo la

progettazione e prima dell’inizio dei lavori che da adeguavariazioni geometriche, dimensionali e

di sovraccarichi delle strutture; possono essere così sintetizzate:

• adeguamento al D.M. 14/01/2008 “Norme tecniche per le costruzioni” ;

• traslazione plaminimetria dell’edificio verso la scuola per una distanza pari a 95 cm che

comporta la realizzazione di un architrave nella fondazione M3 atta allo scavalcamento

della centrale termica, oltre che la riduzione delle dimensioni dell’atrio d’ingresso (Muri M5

ed M6, travi cordolo CM5 e CM6, travi TR214 e TR216);

• modifica delle travi TR404-405 non più realizzate in c.a. bensì in legno lamellare;

• A seguito della previsione di inserire un impianto fotovoltaico sulla copertura e un tendone

di separazione del campo si è reso necessario adeguare l’analisi dei carichi permanenti

sulla copertura rispettivamente di 0,50KN/m2 e 20KN distribuito sulle due travi centrali;

• realizzazione all’estradosso nelle travi di fondazione TR001-002-003-004-005-006-007 di

aperture di passaggio (100x70) per migliorare l’areazione del locale interrato e consentire

una migliore accessibilità degli impianti staffati al solaio;

• ridimensionamento e traslazione in quota dei cordoli sommitali di coronamento TR401-

402-403-404.

2 NORMATIVA DI RIFERIMENTO

L'analisi della struttura in oggetto è stata fatta utilizzando i metodi usuali della Scienza

delle Costruzioni ed in conformità alle normative e leggi vigenti:

- Legge 5/11/1971 n. 1086: norme per la disciplina delle opere di conglomerato cementizio

armato, normale e precompresso ed a struttura metallica.

- D.M. 14/01/2010 Norme tecniche sulle costruzioni.

- Eurocodice 5 : “Progetto delle strutture in legno”.

- CNR-DT- 206/2007: “ Istruzioni per la progettazione, l’esecuzione ed il controllo delle

strutture in legno”.




2.1 Metodo di calcolo

Per il Dimensionamento delle opere in c.a., è stato adottato il metodo semiprobabilistico agli

stati limite (M.S.S.L.).

Tra le azioni computate nell’analisi strutturale si è tenuto conto anche dell’eventuale azione

sismica così come previsto al ¶ 3.2 del D.M 14/02/08 Norme tecniche sulle costruzioni.

La costruzione in oggetto ricopre difatti funzioni pubbliche o strategiche importanti, anche con

riferimento alla gestione della protezione civile in caso di calamità; tali caratteristiche

caratterizzano gli imput necessari all’analisi sismica.

3 DESCRIZIONE DELLA STRUTTURA IN PROGETTO

3.1 Caratteristiche Generali della struttura

Il complesso da realizzare è costituito da due corpi di fabbrica architettonicamente ben distinti.

La palestra è un edificio a pianta rettangolare di dimensioni di 30,00x18,00 m circa e ha un

altezza variabile (in funzione della copertura) da 9,30 a 12,00 m circa.

Adiacente alla palestra sarà realizzato un fabbricato ad un piano fuori terra da adibire a

spogliatoio, comprensivo di un elemento di collegamento tra lo spogliatoio e l’edificio scolastico

esistente.

Quest’ultimo fabbricato presenta una forma più irregolare, dettata principalmente dai vincoli

imposti dalle distanze minime di rispetto dai confini e presenta il lato lungo parallelo ed allineato

alla facciata lato strada dell’edificio scolastico esistente.

La struttura è costituita da due diversi sistemi, che, seppure adiacenti risultano staticamente

disgiunti.

E’ stato previsto pertanto un giunto strutturale della larghezza di 7 cm che separa fisicamente i

due fabbricati.

3.1.1 Inquadramento Geologico - Geotecnico

Per l’analisi geotecnica del terreno su cui si dovrà costruire l’edificio si rimanda alla specifica

relazione geologica, comprensiva delle indagini, allegata al progetto definitivo.

3.1.2 Fondazioni

Le fondazioni previste in progetto sono di tipo superficiale a “graticcio” sia per la palestra che

per il corpo di fabbrica spogliatoi.

Il piano di posa delle fondazioni è stato inviduato in accordo con le indagini stratigrafiche

eseguite ad una profondità pari a circa 1,60 m sotto il piano campagna, in corrispondenza del

livello di terreno di ottime caratteristiche geotecniche.

In base alle risultanze della ricostruzione litostratigrafica del sottosuolo e delle indagini

realizzate in sito alla profondità di 1,60 m, sono presenti ghiaie mediamente addensate dalle

ottime caratteristiche geotecniche.




A prova di ciò le prove penetrometriche realizzate nei fori di sondaggio eseguiti in situ a diverse

profondità sono andate tutte a rifiuto, al di sotto della quota di –1,5 m.

La falda acquifera a superficie libera ha inoltre una soggiacenza di alcune decine di metri

(mediamente da 30 a 50 metri), tale da non interferisce con il piano di fondazione delle opere in

progetto.

3.1.3 Pilastrate

La strutture portanti di elevazione saranno realizzate mediante pilastri in c.a. a sezione

rettangolare o quadrata.

Data la elevata altezza ( circa 9,00 m) i pilastri della palestra avranno sezione 58x30 cm sui lati

lunghi, e 60x30 cm sui due lati corti mentre per il fabbricato spogliatoio la sezione dei pilastri è

prevista pari a 40x25 cm.

3.1.4 Travi di solaio e cordoli

3.1.4.1 Palestra

La palestra presenta un piano di calpestio costituito da un solaio misto latero cementizio a

travetti prefabbricati precompressi di altezza complessiva 24 cm.

Le travi di fondazione, posate a quota -1.50 dal p.c. hanno un’altezza dell’anima tale da

raggiungere la quota dell’intradosso dell’imposta del solaio, posto a quota di + 0,42 m.

Il solaio pertanto sarà ordito nella direzione del lato lungo della palestra e poggerà direttamente

sulla testa delle travi di fondazioni, in corrispondenza delle quali saranno previsti dei cordoli di

collegamento tra le diverse campate del solaio.

Al livello dl solaio piano terra non sono pertanto presenti travi vere e proprie ma solo cordoli

sommitali.

Sono invece previsti due livelli intermedi di travi di collegamento tra i pilastri che svolgono

prevalentemente funzioni di sostegno e irrigidimento della muratura di tamponamento.

Un livello intermedio di travi è previsto alla quota del solaio di copertura dello spogliatoio (+ 4,20

m) e collega tutti i pilastri ad eccezione di quelli collocati sulla parete nord in quanto sono

presenti delle vetrate alte.

Un altro livello di travi è sommitale e serve per collegare la sommità dei pilastri oltre che a

permettere l’ancoraggio delle murature di tamponamento.

3.1.4.2 Spogliatoio

Lo spogliatoio ha le travi perimetrali di fondazione che fungono anche da muri sostegno del

terrapieno, e pertanto presentano una altezza totale di 1,92 m come quelle della palestra.

Le travi centrali sono invece a sezione rettangolare di dimensioni 100x50 cm, per cui il

raggiungimento della quota del primo solaio è garantito da tratti di pilastro di altezza ridotta

(1,42 m).

Il solaio, analogamente alla palestra è latero cementizio a travetti prefabbricati, e le travi sono

del tipo “in spessore” di solaio ad eccezione di 2 elementi che, a causa della luce notevole,

risulteranno ribassate con sezione a “T” ed altezza complessiva di 40 cm.




L’organizzazione strutturale del solaio del piano terra è ricalcata dal solaio sottotetto che

supporta una copertura realizzata da un pannello di lamiera coibentata sorretto da gambette in

muratura portante.

Il collegamento tra l’edificio esistente e lo spogliatoio è realizzato tramite uno scatolare

parzialmente interrato (SC01) di larghezza complessiva pari a 2,50 m.

3.1.5 Solai

Sono previsti solai latero-cementizi gettati in opera con travetti prefabbricati in c.a.p. a “T

rovescia” aventi base di 12 cm e altezza pari a 9 cm, di altezza complessiva 24 cm (18 + 6).

3.1.6 Copertura

3.1.6.1 Palestra

La copertura della palestra sarà realizzata con struttura portante in legno lamellare ed è

costituita da 6 travi principali aventi sezione 22x124 cm disposte lungo il lato corto della palestra

e poggianti su due pilastri alla estremità a costituire uno schema statico isostatico in semplice

appoggio e da una orditura secondaria di arcarecci, cm posti ad un interasse di circa 1,29 m in

modo da sorreggere un pannello nervato coibentato in lamiera di acciaio verniciato.

La falda di copertura risulta essere opportunamente controventata con un sistema di puntoni e

tiranti in legno lamellare.

Le due travi di copertura di estremità, poste in corrispondenza delle pareti dei lati corti sono

realizzate in legno lamellare ed hanno sezione ridotta a 16x52cm.

3.1.6.2 Spogliatoio

Come detto precedentemente la copertura realizzata da un pannello di lamiera coibentata

sorretto da gambette in muratura portate di altezza ridotta (da 0 a 2,60 m).

Lungo la linea di gronda la copertura è ancorata alla soletta tramite l’ancoraggio ad un “dente”

della trave in c.a. del solaio che, a sua volta, è ancorato alla struttura sottostante da staffe di

ripresa.

3.2 Materiali di Progetto

3.2.1 Calcestruzzo

Per l’analisi strutturale si sono assunte per il calcestruzzo le seguenti caratteristiche fisico-

meccaniche:

Ec = 350000 kg/cm2 modulo di Young calcestruzzo

ν = 0,15 coefficiente di Poisson

α = 1×10-5 °C -1 coefficiente di dilatazione termica

γ = 2500 Kg/cm3 peso specifico calcestruzzo

Per i calcestruzzi non strutturali (magroni, massetti etc.) è previsto l’utilizzo di calcestruzzi aventi

classe di resistenza minima Rck 15 N/mm2 dosati con cemento tipo 325.




Per le strutture di fondazione è previsto l’utilizzo di calcestruzzi con classe di resistenza minima

Rck 30 N/mm2, con classe di consistenza maggiore di S3 e classe di esposizione XC2.

Per le strutture in elevazione (ad eccezione dei travetti prefabbricati) è previsto l’utilizzo di

calcestruzzi con classe di resistenza minima Rck 30 N/mm2, con classe di consistenza

maggiore di S4 in funzione della densità di armatura e classe di esposizione XC1.

3.2.2 Armatura

BARRE AD ADERENZA MIGLIORATA Acciaio tipo B450C fy>450MPa ft>540MPa

3.2.3 Terreno

Composizione Ghiaia mista a sabbia avente le seguenti caratteristiche medie : Parametri di calcolo (STRATO PORTANTE) φ’ = 35° γt = 1800 kg/m3

Sedime di fondazione con 21maxcm

kgt =σ

Coefficiente di Winkler 5 3mkg

3.2.4 Legno Lamellare

.

4 ANALISI DI CALCOLO DELLA STRUTTURA

Per un predimensionamento degli elementi princiapli portanti della struttura si è provveduto a

realizzare un modello di calcolo agli elementi finiti che analizza le sollecitazione e le

deformazioni di una porzione di struttura maggiormente sollecitata.

In particolare sono stati realizzati due modelli separati, per la palestra e per lo spogliatoio,




4.1 Individuazione del codice di calcolo

Per il calcolo delle sollecitazioni e per la verifica di travi e pilastri in cemento armato si e' fatto

ricorso all'elaboratore elettronico utilizzando il seguente programma di calcolo:

DOLMEN WIN 10 (R), versione del 2010 prodotto, distribuito ed assistito dalla CDM DOLMEN

srl, con sede in Torino, Via Drovetti 9/F.

Questa procedura e' sviluppata in ambiente Windows, ed e' stata scritta utilizzando i linguaggi

Fortran e C. DOLMEN WIN permette l'analisi elastica lineare di strutture tridimensionali con

nodi a sei gradi di liberta' utilizzando un solutore ad elementi finiti. Gli elementi considerati sono

la trave, con eventuali svincoli interni o rotazione attorno al proprio asse, ed il guscio, sia

rettangolare che triangolare, avente comportamento di membrana e di piastra. I carichi possono

essere applicati sia ai nodi, come forze o coppie concentrate, sia sulle travi, comme forze

distribuite, trapezie, concentrate, come coppie e come distorsioni termiche. I vincoli sono forniti

tramite le sei costanti di rigidezza elastica.

A supporto del programma e' fornito un ampio manuale d'uso contenente fra l'altro una vasta

serie di test di validazione sia su esempi classici di Scienza delle Costruzioni, sia su strutture

particolarmente impegnative e reperibili nella bibliografia specializzata.

4.2 Grado di affidabilita' del codice

L' affidabilita' del codice di calcolo e' garantita dall'esistenza di un ampia documentazioe di

supporto, come indicato nel paragrafo precedente. La presenza di un modulo CAD per

l'introduzione di dati permette la visualizzazione dettagliata degli elementi introdotti. E' possibile

inoltre ottenere rappresentazioni grafiche di deformate e sollecitazioni della struttura. Al termine

dell'elaborazione viene inoltre valutata la qualita' della soluzione, in base all'uguaglianza del

lavoro esterno e dell'energia di deformazione.

4.3 Motivazione della scelta del codice

DOLMEN WIN permette in campo elastico lineare un'analisi dettagliata del comportamento

dell'intera struttura, tenendo conto del comportamento irrigidente di setti anche complessi e

solai considerati con la loro effettiva rigidezza. E' possibile inoltre scegliere il grado di

affinamento dell'analisi di elementi complessi utilizzando mesh via via piu' dettagliate.

4.4 Notizie sull'elaboratore

OLIDATA– cod. macchina XPLANZA104

Unita' centrale di processo: Intel Celeron M 1.30 GHz

sistema operativo: Windows XP Professional

capacita' di memoria: 1 Gbyte

4.5 Valutazione della correttezza del modello

Il modello di calcolo adottato e' da ritenersi appropriato in quanto non sono state riscontrate

labilita', le reazioni vincolari equilibrano i carichi applicati, la simmetria di carichi e struttura da'

origine a sollecitazioni simmetriche.




4.6 Giudizio motivato di accettabilita' dei risulta ti

L'analisi critica dei risultati e dei parametri di controllo nonche' il confronto con calcolazioni di

massima eseguite manualmente porta ad confermare la validita' dei risultati.

4.7 Schematizzazione della struttura e dei vincoli

4.7.1 Palestra

La struttura e' stata schematizzata escludendo il contributo degli elementi aventi rigidezza e

resistenza trascurabili a fronte dei principali.

Le travi di fondazione sono schematizzate come poggianti su vincoli elastici distribuiti..

E' quindi stata considerata l'orditura a telaio tridimensionale, i solai ed i setti verticali ad elevata

rigidezza.

Il collegamento tra i pilastri e le travi di copertura in legno lamellare è stato modellato

realizzando lo svincolo interno delle estremità superiori dei pilastri.

4.7.2 Spogliatoio

La struttura e' stata schematizzata escludendo il contributo degli elementi aventi rigidezza e

resistenza trascurabili a fronte dei principali.

Le travi di fondazione sono schematizzate come poggianti su vincoli elastici distribuiti..

E' quindi stata considerata l'orditura a telaio tridimensionale, i solai ed i setti verticali ad elevata

rigidezza.

4.8 Modellazione della struttura e dei vincoli

La struttura e' modellata con il metodo degli elementi finiti, applicato a sistemi piani.

Gli elementi utilizzati sono monodimensionali (trave con eventuali sconnessioni interne).

I vincoli sono considerati puntuali ed inseriti tramite le sei costanti di rigidezza elastica, oppure

come elementi asta poggianti su suolo elastico.

Le sezioni oggetto di verifica nelle travi sono stampate a passo costante.

Tutti i carichi ed i sovraccarichi di esercizio saranno considerati agenti staticamente ed

uniformemente ripartiti sulla struttura.

Il peso proprio verrà valutato in base alle dimensioni effettive e al peso per unità di volume o di

superficie dei materiali costituenti.

I sovraccarichi variabili verticali ed orizzontali sono considerati ripartiti uniformemente.

Di seguito si riportano le rappresentazioni grafiche dei modelli ad elementi finiti della palestra e

dello spogliatoio con le sezioni effettivamente implementate.

Modello ad elementi finiti della palestra.




Modello ad elementi finiti dello spogliatoio.




4.9 Combinazione dei carichi

In accordo con le sopracitate normative, sono state considerate nei calcoli le seguenti azioni:

- pesi propri strutturali

- carichi permanenti portati dalla struttura

- carichi variabili sui solai, neve, vento.

- forze di piano simulanti il sisma, ricavate tramite analisi statica

- distorsioni termiche

Le azioni dovute alle variazioni termiche saranno trascurate poiché di modesta intensità.

4.9.1 Carico Neve (NTC 2008)

Unità di misura : m ; KN/mq ; KN/m Zona 1 Altitudine [m]: 302 Periodo di Ritorno [anni]: 200 qsk (carico neve al suolo) = 1.906 COPERTURA AD UNA FALDA alfa (inclinazione della falda [°]) = 10 mu | qs | qe | mu1| .8 | 1.5248| .775| 0.5 mu1| .4 | .7624| .775|

4.9.2 Azioni del Vento (NTC 2008)

Unità di misura : m ; KN/mq ; m/s Convenzione di segno: (+) compressione (-) decompressione Zona 1 Altitudine: 302 Periodo di Ritorno [anni]: 50 Classe di rugosità del terreno:B Distanza dalla costa [km]: 100 Categoria di esposizione del sito: 4 Tipologia di costruzione:Edifici a pianta rettangol are con coperture piane a falde inclinate o curve vref (velocità di riferimento) = 25. qref (pressione cinetica di riferimento) = .3906 cd (coefficiente dinamico) = 1. cf (coefficiente d' attrito) = .01 |P.to| z | ct(z)| ce(z)| par.1 esterno | pa r.1 interno | | cp | p(z) | cp | p(z) | 1|A | 0. |1. |1.6342| .8 | .5107| 0. | 0. | 2| | 1.11|1. |1.6342| .8 | .5107| 0. | 0. | 3| | 2.22|1. |1.6342| .8 | .5107| 0. | 0. |




4| | 3.33|1. |1.6342| .8 | .5107| 0. | 0. | 5| | 4.44|1. |1.6342| .8 | .5107| 0. | 0. | 6| | 5.56|1. |1.6342| .8 | .5107| 0. | 0. | 7| | 6.67|1. |1.6342| .8 | .5107| 0. | 0. | 8| | 7.78|1. |1.6342| .8 | .5107| 0. | 0. | 9| | 8.89|1. |1.7039| .8 | .5325| 0. | 0. | 10|B | 10. |1. |1.7831| .8 | .5572| 0. | 0. | |P.to| z | ct(z)| ce(z)| par.2 esterno | pa r.2 interno | | cp | p(z) | cp | p(z) | 1|E | 0. |1. |1.6342| -.4 | -.2553| 0. | 0. | 2| | 1.11|1. |1.6342| -.4 | -.2553| 0. | 0. | 3| | 2.22|1. |1.6342| -.4 | -.2553| 0. | 0. | 4| | 3.33|1. |1.6342| -.4 | -.2553| 0. | 0. | 5| | 4.44|1. |1.6342| -.4 | -.2553| 0. | 0. | 6| | 5.56|1. |1.6342| -.4 | -.2553| 0. | 0. | 7| | 6.67|1. |1.6342| -.4 | -.2553| 0. | 0. | 8| | 7.78|1. |1.6342| -.4 | -.2553| 0. | 0. | 9| | 8.89|1. |1.7039| -.4 | -.2662| 0. | 0. | 10|D | 10. |1. |1.7831| -.4 | -.2786| 0. | 0. | |P.to| z | ct(z)| ce(z)| fal.1 esterno | fa l.1 interno | | cp | p(z) | cp | p(z) | 10|B | 10. |0. |1.7831| -.4 | -.2786| 0. | 0. | 11| | 10.56|0. |1.82 | -.4 | -.2844| 0. | 0. | 12| | 11.11|0. |1.8551| -.4 | -.2899| 0. | 0. | 13| | 11.67|0. |1.8888| -.4 | -.2951| 0. | 0. | 14| | 12.22|0. |1.9212| -.4 | -.3002| 0. | 0. | 15| | 12.78|0. |1.9523| -.4 | -.305 | 0. | 0. | 16| | 13.33|0. |1.9823| -.4 | -.3097| 0. | 0. | 17| | 13.89|0. |2.0112| -.4 | -.3142| 0. | 0. | 18| | 14.44|0. |2.0391| -.4 | -.3186| 0. | 0. | 19|C | 15. |0. |2.0661| -.4 | -.3228| 0. | 0. | |P.to| z | ct(z)| ce(z)| fal.2 esterno | fa l.2 interno | | cp | p(z) | cp | p(z) | 10|D | 10. |0. |1.7831| -.4 | -.2786| 0. | 0. | 11| | 10.56|0. |1.82 | -.4 | -.2844| 0. | 0. | 12| | 11.11|0. |1.8551| -.4 | -.2899| 0. | 0. | 13| | 11.67|0. |1.8888| -.4 | -.2951| 0. | 0. | 14| | 12.22|0. |1.9212| -.4 | -.3002| 0. | 0. | 15| | 12.78|0. |1.9523| -.4 | -.305 | 0. | 0. | 16| | 13.33|0. |1.9823| -.4 | -.3097| 0. | 0. | 17| | 13.89|0. |2.0112| -.4 | -.3142| 0. | 0. | 18| | 14.44|0. |2.0391| -.4 | -.3186| 0. | 0. | 19|C | 15. |0. |2.0661| -.4 | -.3228| 0. | 0. | |P.to| z | pf(z) | 1|A-E | 0. | .0064| 2| | 1.11| .0064| 3| | 2.22| .0064| 4| | 3.33| .0064| 5| | 4.44| .0064| 6| | 5.56| .0064| 7| | 6.67| .0064| 8| | 7.78| .0064| 9| | 8.89| .0067| 10|B-D | 10. | .007 | 11| | 10.56| .0071| 12| | 11.11| .0072| 13| | 11.67| .0074| 14| | 12.22| .0075|




15| | 12.78| .0076| 16| | 13.33| .0077| 17| | 13.89| .0079| 18| | 14.44| .008 | 19|C | 15. | .0081|

4.9.3 Linearizzazione dei carichi

4.9.4 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.




Le sollecitazioni sono state calcolate tenendo conto delle azioni sismiche del ¶ 3.2 del D.M

14/02/08 “Norme tecniche sulle costruzioni”; la VN dell’opera =100 anni, la classe d’uso =IV (in

quanto trattasi di edificio strategico) e la classe di servizio del legno lamellare pari a 2.

Le opere sono state dimensionate secondo le prescrizioni del ¶ 7 del D.M 14/02/08 “Norme

tecniche sulle costruzioni”;

5 ALLEGATI

Alla presente relazione si allegano le seguenti stampe:

- dati di ingresso;

- diagrammi di sollecitazioni e deformazioni;

- verifiche di resistenza di travi e pilastri;

6 DATI DI INGRESSO E VERIFICHE

6.1 Palestra

Diagramma di momento flettente della struttura per la cominazione delle azioni statica, dal

quale si comprende il funzionamento del sistema costruttivo caratterizzato da 8 telai piani di




luce 18,00 m resi solidali da elementi orizzontali a diversi livelli che assolvono prevalentemente

funzioni di irrigidimento spaziale.

Rappresentazione grafica della “deformata” della struttura sotto l’azione sismica, si noti che la

copertura assolve correttamente alla funzione di irrigidimento nel piano consentendo una

ripartizione delle sollecitazioni uniforme sull’intero sistema costruttivo.

DATI STRUTTURA:

*** DATI STRUTTURA

Unita` di misura :

LUNGHEZZE : cm

SUPERFICI : cm2

DATI SEZIONALI : cm

ANGOLI : gradi

FORZE : daN

MOMENTI : daNcm




CARICHI LINEARI : daN/cm

CARICHI SUPERFIC.: daN/cm2

TENSIONI : daN/cm2

PESI DI VOLUME : daN/cm3

COEFF. DI WINKLER: daN/cm3

RIGIDEZZE VINCOL.: daN/cm - daNcm/rad

NODI--|-----------|-----------|-----------|-----------|-----------|num.= 214

Nome Coord. X Coord. Y Coord. Z

3 0.000 3030.000 0.000

4 454.000 3030.000 0.000

5 929.000 3030.000 0.000

6 1404.000 3030.000 0.000

7 1858.000 3030.000 0.000

8 0.000 2820.000 0.000

9 1858.000 2820.000 0.000

10 0.000 2250.000 0.000

11 1858.000 2250.000 0.000

12 0.000 1760.000 0.000

13 1858.000 1760.000 0.000

14 0.000 1270.000 0.000

15 1858.000 1270.000 0.000

16 0.000 780.000 0.000

17 1858.000 780.000 0.000

18 0.000 210.000 0.000

19 1858.000 210.000 0.000

20 0.000 0.000 0.000

21 454.000 0.000 0.000

22 929.000 0.000 0.000

23 1404.000 0.000 0.000

24 1858.000 0.000 0.000

25 -141.400 2820.000 874.200

26 0.000 2820.000 937.200

27 166.900 2820.000 990.900

28 328.800 2820.000 1023.300

29 454.000 2820.000 1035.700

30 603.300 2820.000 1037.300

31 767.700 2820.000 1021.700

33 1086.800 2820.000 947.400

34 1491.800 2820.000 854.000

35 1638.200 2820.000 833.600

36 1785.900 2820.000 826.100

37 1974.800 2820.000 826.200

38 1404.000 2820.000 872.900

41 0.000 2250.000 937.200

42 0.000 1760.000 937.200

43 0.000 1270.000 937.200

44 0.000 780.000 937.200

45 0.000 210.000 937.200

47 1858.000 2820.000 826.200

48 1858.000 2250.000 826.200

49 1858.000 1760.000 826.200

50 1858.000 1270.000 826.200

51 1858.000 780.000 826.200

52 1858.000 210.000 826.200

53 1858.000 0.000 826.200

55 1858.000 3030.000 826.200

56 0.000 0.000 937.200

58 0.000 3030.000 937.200

59 454.000 3030.000 1035.700

60 929.000 3030.000 988.100

61 1404.000 3030.000 872.900

62 0.000 3030.000 362.000

63 454.000 3030.000 362.000

64 929.000 3030.000 362.000

65 1404.000 3030.000 362.000

66 1858.000 3030.000 362.000

86 0.000 0.000 362.000

87 0.000 210.000 362.000

88 0.000 780.000 362.000

89 0.000 1270.000 362.000

90 0.000 1760.000 362.000

91 0.000 2250.000 362.000

92 0.000 2820.000 362.000

95 -141.400 2250.000 874.200

96 166.900 2250.000 990.900

97 328.800 2250.000 1023.300

98 454.000 2250.000 1035.700

99 603.300 2250.000 1037.300

100 767.700 2250.000 1021.700

102 1086.800 2250.000 947.400

103 1491.800 2250.000 854.000

104 1638.200 2250.000 833.600

105 1785.900 2250.000 826.100

106 1974.800 2250.000 826.200

107 1404.000 2250.000 872.900

108 -141.500 1760.000 874.200

109 166.900 1760.000 990.900

110 328.800 1760.000 1023.300

111 454.000 1760.000 1035.700

112 603.300 1760.000 1037.300

113 767.700 1760.000 1021.700

115 1086.800 1760.000 947.400

116 1491.800 1760.000 854.000

117 1638.200 1760.000 833.600

118 1785.900 1760.000 826.100

119 1974.800 1760.000 826.200

120 1404.000 1760.000 872.900

123 -141.500 1270.000 874.200

124 166.900 1270.000 990.900

125 328.800 1270.000 1023.300

126 454.000 1270.000 1035.700

127 603.300 1270.000 1037.300

128 767.700 1270.000 1021.700

130 1086.800 1270.000 947.400

131 1491.800 1270.000 854.000

132 1638.200 1270.000 833.600




133 1785.900 1270.000 826.100

134 1974.800 1270.000 826.200

135 1404.000 1270.000 872.900

138 -141.500 780.000 874.200

139 166.900 780.000 990.900

140 328.800 780.000 1023.300

141 454.000 780.000 1035.700

142 603.300 780.000 1037.300

143 767.700 780.000 1021.700

145 1086.800 780.000 947.400

146 1491.800 780.000 854.000

147 1638.200 780.000 833.600

148 1785.900 780.000 826.100

149 1404.000 780.000 872.900

151 1974.800 780.000 826.200

152 -141.500 210.000 874.200

153 166.900 210.000 990.900

154 328.800 210.000 1023.300

155 454.000 210.000 1035.700

156 603.300 210.000 1037.300

157 767.700 210.000 1021.700

159 1086.800 210.000 947.400

160 1491.800 210.000 854.000

161 1638.200 210.000 833.600

162 1785.900 210.000 826.100

163 1404.000 210.000 872.900

165 1974.800 210.000 826.200

168 454.000 0.000 1035.700

175 1404.000 0.000 872.900

177 929.000 0.000 988.100

180 454.000 0.000 362.000

181 929.000 0.000 362.000

182 1404.000 0.000 362.000

183 1858.000 0.000 362.000

184 0.000 0.000 799.000

185 454.000 0.000 799.000

186 1404.000 0.000 799.000

187 929.000 0.000 799.000

192 929.000 210.000 988.100

196 929.000 780.000 988.100

197 929.000 1270.000 988.100

200 929.000 1760.000 988.100

201 929.000 2250.000 988.100

202 929.000 2820.000 988.100

203 1858.000 210.000 362.000

204 1858.000 2820.000 362.000

207 200.000 2820.000 0.000

208 300.000 2820.000 0.000

209 200.000 2250.000 0.000

210 300.000 2250.000 0.000

213 200.000 1270.000 0.000

214 300.000 1270.000 0.000

215 200.000 780.000 0.000

216 300.000 780.000 0.000

217 200.000 210.000 0.000

218 300.000 210.000 0.000

219 200.000 0.000 0.000

220 300.000 0.000 0.000

221 1658.000 2250.000 0.000

222 1558.000 2250.000 0.000

225 1658.000 1270.000 0.000

226 1558.000 1270.000 0.000

227 1658.000 780.000 0.000

228 1558.000 780.000 0.000

229 1658.000 0.000 0.000

230 1558.000 0.000 0.000

231 1658.000 210.000 0.000

232 1558.000 210.000 0.000

233 1658.000 2820.000 0.000

234 1558.000 2820.000 0.000

235 1858.000 695.000 0.000

236 1858.000 285.000 0.000

237 200.000 1760.000 0.000

238 300.000 1760.000 0.000

239 1558.000 1760.000 0.000

240 1658.000 1760.000 0.000

241 -141.500 0.000 874.200

242 166.900 0.000 990.900

243 328.800 0.000 1023.300

244 603.300 0.000 1037.300

245 767.700 0.000 1021.700

246 1086.800 0.000 947.400

247 1491.800 0.000 854.000

248 1638.200 0.000 833.600

249 1785.900 0.000 826.100

250 1974.800 0.000 826.200

251 -141.400 3030.000 874.200

252 166.900 3030.000 990.900

253 328.800 3030.000 1023.300

254 603.300 3030.000 1037.300

255 767.700 3030.000 1021.700

256 1086.800 3030.000 947.400

257 1491.800 3030.000 854.000

258 1638.200 3030.000 833.600

259 1785.900 3030.000 826.100

261 1858.000 0.000 680.000

262 1974.800 3030.000 826.200

263 0.000 3030.000 799.000

264 454.000 3030.000 799.000

265 929.000 3030.000 799.000

267 1404.000 3030.000 799.000

268 1858.000 3030.000 680.000

269 1858.000 210.000 680.000

270 1858.000 780.000 680.000

271 1858.000 1270.000 680.000

272 1858.000 1760.000 680.000

273 1858.000 2250.000 680.000

274 1858.000 2820.000 680.000




275 0.000 210.000 799.000

276 0.000 780.000 799.000

277 0.000 1270.000 799.000

278 0.000 1760.000 799.000

279 0.000 2250.000 799.000

280 0.000 2820.000 799.000

281 1858.000 0.000 799.000

284 1858.000 3030.000 799.000

ASTE--|-----------|-----------|-----------|-----------|-----------|num.= 302

Nome Proprieta` Nodo iniz. Nodo fin. Rilasci in. Rilasci fin. Orient.

2 9 3 4 180.0

3 9 4 5 180.0

4 9 5 6 180.0

5 9 6 7 180.0

6 10 8 207 180.0

7 2 10 209 180.0

9 2 14 213 180.0

10 2 16 215 180.0

11 10 18 217 180.0

12 10 20 219 180.0

13 10 21 22 180.0

14 10 22 23 180.0

16 3 24 19 180.0

17 3 19 236 180.0

18 3 17 15 180.0

19 3 15 13 180.0

20 3 13 11 180.0

21 3 11 9 180.0

22 3 9 7 180.0

25 3 18 16 180.0

26 3 16 14 180.0

27 3 14 12 180.0

28 3 12 10 180.0

29 3 10 8 180.0

30 3 8 3 180.0

31 4 25 26 0.0

32 4 26 27 0.0

33 4 27 28 0.0

34 4 29 30 0.0

35 4 30 31 0.0

38 4 28 29 0.0

39 4 34 35 0.0

40 4 35 36 0.0

41 4 36 47 0.0

42 4 33 38 0.0

43 4 38 34 0.0

44 1 8 92 90.0

45 1 10 91 90.0

46 1 12 90 90.0

47 1 14 89 90.0

48 1 16 88 90.0

49 1 18 87 90.0

51 1 11 273 90.0

52 1 13 272 90.0

54 1 17 270 90.0

56 1 24 183 90.0

58 1 20 86 90.0

60 23 4 63 90.0

61 23 5 64 90.0

62 5 6 65 180.0

90 1 7 66 90.0

107 1 88 276 90.0

108 1 87 275 90.0

109 1 86 184 90.0

110 1 89 277 90.0

111 1 90 278 90.0

112 1 91 279 90.0

113 1 92 280 90.0

115 4 95 41 0.0

116 4 41 96 0.0

117 4 96 97 0.0

118 4 98 99 0.0

119 4 99 100 0.0

122 4 97 98 0.0

123 4 103 104 0.0

124 4 104 105 0.0

125 4 105 48 0.0

126 4 102 107 0.0

127 4 107 103 0.0

128 4 108 42 0.0

129 4 42 109 0.0

130 4 109 110 0.0

131 4 111 112 0.0

132 4 112 113 0.0

135 4 110 111 0.0

136 4 116 117 0.0

137 4 117 118 0.0

138 4 118 49 0.0

139 4 115 120 0.0

140 4 120 116 0.0

141 4 48 106 0.0

143 4 47 37 0.0

144 4 123 43 0.0

145 4 43 124 0.0

146 4 124 125 0.0

147 4 126 127 0.0

148 4 127 128 0.0

151 4 125 126 0.0

152 4 131 132 0.0

153 4 132 133 0.0

154 4 133 50 0.0

155 4 130 135 0.0

156 4 135 131 0.0

157 4 49 119 0.0

158 4 50 134 0.0

159 4 138 44 0.0

160 4 44 139 0.0




161 4 139 140 0.0

162 4 141 142 0.0

163 4 142 143 0.0

166 4 140 141 0.0

167 4 146 147 0.0

168 4 147 148 0.0

169 4 145 149 0.0

170 4 149 146 0.0

171 4 148 51 0.0

172 4 51 151 0.0

173 4 152 45 0.0

174 4 45 153 0.0

175 4 153 154 0.0

176 4 155 156 0.0

177 4 156 157 0.0

180 4 154 155 0.0

181 4 160 161 0.0

182 4 161 162 0.0

183 4 159 163 0.0

184 4 163 160 0.0

185 4 162 52 0.0

186 4 52 165 0.0

201 23 21 180 90.0

203 23 22 181 90.0

205 23 23 182 90.0

211 1 183 261 90.0

220 1 3 62 90.0

222 13 185 184 0.0

225 13 187 185 0.0

226 1 184 56 RxRyRz 90.0

227 23 180 185 90.0

229 23 182 186 90.0

238 4 157 192 0.0

239 4 192 159 0.0

244 4 143 196 0.0

245 4 196 145 0.0

246 4 128 197 0.0

247 4 197 130 0.0

249 4 113 200 0.0

250 4 200 115 0.0

251 4 100 201 0.0

252 4 201 102 0.0

253 4 31 202 0.0

254 4 202 33 0.0

255 1 15 271 90.0

337 25 155 168 RyRz RxRyRz 0.0

339 25 192 177 RyRz RxRyRz 0.0

343 25 175 163 RyRz RxRyRz 0.0

346 25 155 141 RyRz RxRyRz 0.0

347 24 141 126 RyRz RxRyRz 0.0

348 25 126 111 RyRz RxRyRz 0.0

349 24 111 98 RyRz RxRyRz 0.0

350 25 98 29 RyRz RxRyRz 0.0

351 25 29 59 RyRz RxRyRz 0.0

352 25 192 196 RyRz RxRyRz 0.0

353 24 196 197 RyRz RxRyRz 0.0

354 25 197 200 RyRz RxRyRz 0.0

355 24 200 201 RyRz RxRyRz 0.0

356 25 201 202 RyRz RxRyRz 0.0

357 25 202 60 RyRz RxRyRz 0.0

358 25 163 149 RyRz RxRyRz 0.0

359 24 149 135 RyRz RxRyRz 0.0

360 25 135 120 RyRz RxRyRz 0.0

361 24 120 107 RyRz RxRyRz 0.0

362 25 107 38 RyRz RxRyRz 0.0

363 25 38 61 RyRz RxRyRz 0.0

417 15 203 183 0.0

418 15 66 204 0.0

419 1 19 203 90.0

420 1 203 269 90.0

421 1 9 204 90.0

422 1 204 274 90.0

425 18 207 208 180.0

427 17 209 210 180.0

431 17 213 214 180.0

433 17 215 216 180.0

435 18 217 218 180.0

437 18 219 220 180.0

438 10 220 21 180.0

439 14 120 48 0.0

440 14 201 120 0.0

441 14 111 201 0.0

442 14 41 111 0.0

443 14 135 51 0.0

444 14 196 135 0.0

445 14 126 196 0.0

446 14 44 126 0.0

447 17 221 222 180.0

449 17 225 226 180.0

450 17 227 228 180.0

451 18 229 230 180.0

452 18 231 232 180.0

453 18 233 234 180.0

454 10 208 234 180.0

455 10 233 9 180.0

464 2 210 222 180.0

465 2 221 11 180.0

468 2 214 226 180.0

469 2 225 15 180.0

470 2 216 228 180.0

471 2 227 17 180.0

472 10 218 232 180.0

473 10 231 19 180.0

474 10 23 230 180.0

475 10 229 24 180.0

476 3 235 17 180.0

477 21 236 235 180.0

480 17 237 238 180.0




481 2 238 239 180.0

482 17 240 239 180.0

483 2 240 13 180.0

488 2 12 237 180.0

489 19 241 56 0.0

490 19 56 242 0.0

491 19 242 243 0.0

492 19 243 168 0.0

493 19 168 244 0.0

494 19 244 245 0.0

495 19 245 177 0.0

496 19 177 246 0.0

497 19 246 175 0.0

498 19 175 247 0.0

499 19 247 248 0.0

500 19 248 249 0.0

501 19 249 53 0.0

502 19 53 250 0.0

503 19 251 58 0.0

504 19 58 252 0.0

505 19 252 253 0.0

506 19 253 59 0.0

507 19 59 254 0.0

508 19 254 255 0.0

509 19 255 60 0.0

510 19 60 256 0.0

511 19 256 61 0.0

512 19 61 257 0.0

513 19 257 258 0.0

514 19 258 259 0.0

515 23 181 187 90.0

517 1 261 281 90.0

519 19 259 55 0.0

520 19 55 262 0.0

521 1 62 263 90.0

522 1 263 58 RxRyRz 90.0

523 13 263 264 0.0

524 13 264 265 0.0

527 23 265 64 90.0

528 5 267 65 180.0

530 1 268 284 90.0

531 1 66 268 90.0

598 13 265 267 0.0

599 13 267 284 0.0

602 23 264 63 90.0

609 13 186 187 0.0

611 1 269 52 RxRyRz 90.0

612 1 270 51 RxRyRz 90.0

613 1 271 50 RxRyRz 90.0

614 1 272 49 RxRyRz 90.0

615 1 273 48 RxRyRz 90.0

616 1 274 47 RxRyRz 90.0

617 8 268 274 0.0

618 8 274 273 0.0

619 8 273 272 0.0

620 8 272 271 0.0

621 8 271 270 0.0

622 8 270 269 0.0

623 8 269 261 0.0

624 1 275 45 RxRyRz 90.0

625 1 276 44 RxRyRz 90.0

626 1 277 43 RxRyRz 90.0

627 1 278 42 RxRyRz 90.0

628 1 279 41 RxRyRz 90.0

629 1 280 26 RxRyRz 90.0

630 15 280 263 0.0

631 26 279 280 0.0

632 26 278 279 0.0

633 26 277 278 0.0

634 26 276 277 0.0

635 26 275 276 0.0

636 26 184 275 0.0

637 22 62 63 0.0

638 22 63 64 0.0

639 22 64 65 0.0

640 22 65 66 0.0

641 15 86 87 0.0

642 6 87 88 0.0

643 6 88 89 0.0

644 6 89 90 0.0

645 6 90 91 0.0

646 6 91 92 0.0

647 15 92 62 0.0

648 11 86 180 0.0

649 11 180 181 0.0

650 11 181 182 0.0

651 11 182 183 0.0

655 3 20 18 180.0

656 1 281 53 90.0

658 13 281 186 0.0

659 1 284 55 90.0

660 23 185 168 90.0

661 23 187 177 90.0

662 23 186 175 90.0

663 23 264 59 90.0

664 23 265 60 90.0

665 23 267 61 90.0

PROPRIETA` ASTE---|-----------|-----------|-----------|-----------|num.= 22

Nome Materiale Base Altezza Area Area tag. Y Area tag. Z

Kw vertic. Kw orizz. J tors. J fless. Y J fless. Z

1 1 58.00 30.00 1.74000E+03 1.45000E+03 1.45000E+03

0.000000 0.000000 3.52911E+05 4.87780E+05 1.30500E+05

2 1 170.00 192.00 1.41800E+04 7.68000E+03 8.50000E+03

5.000000 5.000000 8.79680E+06 2.12282E+07 4.26937E+07

3 1 140.00 192.00 1.26800E+04 7.68000E+03 7.00000E+03

5.000000 5.000000 7.54777E+06 1.21907E+07 3.99007E+07

4 3 22.00 124.00 2.72800E+03 2.27333E+03 2.27333E+03




0.000000 0.000000 3.90925E+05 1.10029E+05 3.49548E+06

5 1 30.00 60.00 1.80000E+03 1.50000E+03 1.50000E+03

0.000000 0.000000 3.70783E+05 1.35000E+05 5.40000E+05

6 1 43.00 24.00 8.22000E+02 6.72000E+02 4.30000E+02

0.000000 0.000000 4.47021E+04 1.03401E+05 3.95148E+04

8 1 75.00 50.00 3.18300E+03 2.70000E+03 1.72500E+03

0.000000 0.000000 7.11906E+05 1.25000E+06 6.58462E+05

9 1 150.00 192.00 1.38900E+04 8.64000E+03 7.50000E+03

5.000000 5.000000 9.15065E+06 1.51408E+07 4.40980E+07

10 1 150.00 192.00 1.31800E+04 7.68000E+03 7.50000E+03

5.000000 5.000000 7.96400E+06 1.48198E+07 4.08945E+07

11 1 57.00 24.00 1.36800E+03 1.14000E+03 1.14000E+03

0.000000 0.000000 1.93164E+05 3.70386E+05 6.56640E+04

13 1 45.00 50.00 1.72500E+03 1.50000E+03 6.75000E+02

0.000000 0.000000 2.39091E+05 2.15768E+05 3.76637E+05

14 3 16.00 16.00 2.56000E+02 2.13333E+02 2.13333E+02

0.000000 0.000000 9.22952E+03 5.46133E+03 5.46133E+03

15 1 75.00 24.00 1.59000E+03 1.44000E+03 7.50000E+02

0.000000 0.000000 1.22735E+05 6.25850E+05 7.70266E+04

17 1 170.00 122.00 1.13800E+04 4.88000E+03 8.50000E+03

5.000000 5.000000 7.30462E+06 2.08548E+07 1.10194E+07

18 1 150.00 122.00 1.03800E+04 4.88000E+03 7.50000E+03

5.000000 5.000000 6.47183E+06 1.44465E+07 1.05498E+07

19 3 16.00 52.00 8.32000E+02 6.93333E+02 6.93333E+02

0.000000 0.000000 5.72446E+04 1.77493E+04 1.87477E+05

21 1 40.00 57.00 2.28000E+03 1.90000E+03 1.90000E+03

0.000000 0.000000 6.89257E+05 3.04000E+05 6.17310E+05

22 1 45.00 24.00 8.42000E+02 6.72000E+02 4.50000E+02

0.000000 0.000000 4.53682E+04 1.16685E+05 4.03208E+04

23 1 60.00 30.00 1.80000E+03 1.50000E+03 1.50000E+03

0.000000 0.000000 3.70783E+05 5.40000E+05 1.35000E+05

24 3 16.00 32.00 5.12000E+02 4.26667E+02 4.26667E+02

0.000000 0.000000 2.99995E+04 1.09227E+04 4.36907E+04

25 3 16.00 24.00 3.84000E+02 3.20000E+02 3.20000E+02

0.000000 0.000000 1.92318E+04 8.19200E+03 1.84320E+04

26 1 45.00 50.00 1.84500E+03 1.50000E+03 1.03500E+03

0.000000 0.000000 2.46218E+05 2.60966E+05 3.78828E+05

MATERIALI---------|-----------|-----------|-----------|-----------|num.= 2

Nome Mod. elast. Coeff. nu Mod. tang. Peso spec. Dil. te.

1 3.00000E+05 1.50000E-01 1.30000E+05 2.50000E-03 1.00000E-05

3 1.10000E+05 2.00000E-01 5.00000E+03 6.00000E-04 1.20000E-05

VINCOLI-----------|-----------|-----------|-----------|-----------|num.= 16

Nodo Rigid. X Rigid. Y Rigid. Z Rigid. RX Rigid. RY Rigid. RZ

12 bloccato bloccato libero libero libero libero
















CARICHI NODI------|-----------|-----------|-----------|-----------|num.= 640

Nome Nodo Direzione Intensita`

1 - 324 : Forze Sismiche (Analisi Semplificata)

325 - 640 : Momenti Torcenti Addizionali

CARICHI DI SOLAIO-|-----------|-----------|-----------|-----------|num.= 31

Nome Cos X Cos Y Cos Z Cond. Rifer. Intens. Quota

1 0.0000 1.0000 0.0000 1 glob -0.00500 937.20

2 0.0000 1.0000 0.0000 1 glob -0.00500 990.90

3 0.0000 1.0000 0.0000 1 glob -0.00500 1023.30

4 0.0000 1.0000 0.0000 1 glob -0.00500 1035.70

5 0.0000 1.0000 0.0000 1 glob -0.00500 1037.30

6 0.0000 1.0000 0.0000 1 glob -0.00500 1021.70

7 0.0000 1.0000 0.0000 1 glob -0.00500 988.10

8 0.0000 1.0000 0.0000 1 glob -0.00500 947.40

9 0.0000 1.0000 0.0000 1 glob -0.00500 854.00

10 0.0000 1.0000 0.0000 1 glob -0.00500 854.00

11 0.0000 1.0000 0.0000 1 glob -0.00500 833.60

12 0.0000 1.0000 0.0000 1 glob -0.00500 826.10

13 0.0000 1.0000 0.0000 1 glob -0.00500 826.20

14 0.0000 1.0000 0.0000 1 glob -0.00500 988.10

15 0.0000 1.0000 0.0000 3 glob -0.02000 937.20

16 0.0000 1.0000 0.0000 3 glob -0.02000 990.90

17 0.0000 1.0000 0.0000 3 glob -0.02000 1023.30

18 0.0000 1.0000 0.0000 3 glob -0.02000 1035.70

19 0.0000 1.0000 0.0000 3 glob -0.02000 1037.30

20 0.0000 1.0000 0.0000 3 glob -0.02000 1021.70

21 0.0000 1.0000 0.0000 3 glob -0.02000 988.10

22 0.0000 1.0000 0.0000 3 glob -0.02000 988.10

23 0.0000 1.0000 0.0000 3 glob -0.02000 947.40

24 0.0000 1.0000 0.0000 3 glob -0.02000 854.00

25 0.0000 1.0000 0.0000 3 glob -0.02000 854.00

26 0.0000 1.0000 0.0000 3 glob -0.02000 833.60

27 0.0000 1.0000 0.0000 3 glob -0.02000 826.10

28 0.0000 1.0000 0.0000 3 glob -0.02000 826.20

29 0.0000 1.0000 0.0000 2 glob -0.05000 0.00

30 0.0000 1.0000 0.0000 1 glob -0.03500 0.00

31 0.0000 1.0000 0.0000 4 glob -0.03700 0.00

CARICHI ASTE------|-----------|-----------|-----------|-----------|num.= 729

Nome Asta Dir Tip RIF Parametro 1 Parametro 2 Parametro 3 Parametro 4

641 S002-perm_copertura 31 Z FT glo -1.950 -1.950 0.000 0.000



















































































































753 S016-p_proprioh_18+6 2 Z FT glo -3.675 -3.675 0.000 0.000













































795 S016-var__palestra 2 Z FT glo -5.250 -5.250 0.000 0.000










































837 S002-neve 31 Z FT glo -7.800 -7.800 0.000 0.000

838 S002-neve 115 Z FT glo -10.600 -10.600 0.000 0.000

839 S002-neve 128 Z FT glo -9.788 -9.806 0.000 0.000

840 S002-neve 144 Z FT glo -9.800 -9.800 0.000 0.000

841 S002-neve 159 Z FT glo -10.600 -10.600 0.000 0.000

842 S002-neve 173 Z FT glo -7.800 -7.800 0.000 0.000

843 S002-neve 503 Z FT glo -2.100 -2.100 0.000 0.000

844 S002-neve 489 Z FT glo -2.100 -2.100 0.000 0.000

845 S003-neve 32 Z FT glo -7.800 -7.800 0.000 0.000

846 S003-neve 116 Z FT glo -10.600 -10.600 0.000 0.000

847 S003-neve 129 Z FT glo -9.800 -9.800 0.000 0.000

848 S003-neve 145 Z FT glo -9.800 -9.800 0.000 0.000

849 S003-neve 160 Z FT glo -10.600 -10.600 0.000 0.000

850 S003-neve 174 Z FT glo -7.800 -7.800 0.000 0.000

851 S003-neve 504 Z FT glo -2.100 -2.100 0.000 0.000

852 S003-neve 490 Z FT glo -2.100 -2.100 0.000 0.000

853 S004-neve 33 Z FT glo -7.800 -7.800 0.000 0.000

854 S004-neve 117 Z FT glo -10.600 -10.600 0.000 0.000

855 S004-neve 130 Z FT glo -9.800 -9.800 0.000 0.000

856 S004-neve 146 Z FT glo -9.800 -9.800 0.000 0.000

857 S004-neve 161 Z FT glo -10.600 -10.600 0.000 0.000

858 S004-neve 175 Z FT glo -7.800 -7.800 0.000 0.000

859 S004-neve 505 Z FT glo -2.100 -2.100 0.000 0.000

860 S004-neve 491 Z FT glo -2.100 -2.100 0.000 0.000

861 S005-neve 38 Z FT glo -7.800 -7.800 0.000 0.000




862 S005-neve 122 Z FT glo -10.600 -10.600 0.000 0.000

863 S005-neve 135 Z FT glo -9.800 -9.800 0.000 0.000

864 S005-neve 151 Z FT glo -9.800 -9.800 0.000 0.000

865 S005-neve 166 Z FT glo -10.600 -10.600 0.000 0.000

866 S005-neve 180 Z FT glo -7.800 -7.800 0.000 0.000

867 S005-neve 506 Z FT glo -2.100 -2.100 0.000 0.000

868 S005-neve 492 Z FT glo -2.100 -2.100 0.000 0.000

869 S006-neve 34 Z FT glo -7.800 -7.800 0.000 0.000

870 S006-neve 118 Z FT glo -10.600 -10.600 0.000 0.000

871 S006-neve 131 Z FT glo -9.800 -9.800 0.000 0.000

872 S006-neve 147 Z FT glo -9.800 -9.800 0.000 0.000

873 S006-neve 162 Z FT glo -10.600 -10.600 0.000 0.000

874 S006-neve 176 Z FT glo -7.800 -7.800 0.000 0.000

875 S006-neve 507 Z FT glo -2.100 -2.100 0.000 0.000

876 S006-neve 493 Z FT glo -2.100 -2.100 0.000 0.000

877 S007-neve 35 Z FT glo -7.800 -7.800 0.000 0.000

878 S007-neve 119 Z FT glo -10.600 -10.600 0.000 0.000

879 S007-neve 132 Z FT glo -9.800 -9.800 0.000 0.000

880 S007-neve 148 Z FT glo -9.800 -9.800 0.000 0.000

881 S007-neve 163 Z FT glo -10.600 -10.600 0.000 0.000

882 S007-neve 177 Z FT glo -7.800 -7.800 0.000 0.000

883 S007-neve 508 Z FT glo -2.100 -2.100 0.000 0.000

884 S007-neve 494 Z FT glo -2.100 -2.100 0.000 0.000

885 S008-neve 253 Z FT glo -7.800 -7.800 0.000 0.000

886 S008-neve 251 Z FT glo -10.600 -10.600 0.000 0.000

887 S008-neve 249 Z FT glo -9.800 -9.800 0.000 0.000

888 S008-neve 246 Z FT glo -9.800 -9.800 0.000 0.000

889 S008-neve 244 Z FT glo -10.600 -10.600 0.000 0.000

890 S008-neve 238 Z FT glo -7.800 -7.800 0.000 0.000

891 S008-neve 509 Z FT glo -2.100 -2.100 0.000 0.000

892 S008-neve 495 Z FT glo -2.100 -2.100 0.000 0.000

893 S009-neve 254 Z FT glo -7.800 -7.800 0.000 0.000

894 S009-neve 252 Z FT glo -10.600 -10.600 0.000 0.000

895 S009-neve 250 Z FT glo -9.800 -9.800 0.000 0.000

896 S009-neve 247 Z FT glo -9.800 -9.800 0.000 0.000

897 S009-neve 245 Z FT glo -10.600 -10.600 0.000 0.000

898 S009-neve 239 Z FT glo -7.800 -7.800 0.000 0.000

899 S009-neve 510 Z FT glo -2.100 -2.100 0.000 0.000

900 S009-neve 496 Z FT glo -2.100 -2.100 0.000 0.000

901 S010-neve 42 Z FT glo -7.800 -7.800 0.000 0.000

902 S010-neve 126 Z FT glo -10.600 -10.600 0.000 0.000

903 S010-neve 139 Z FT glo -9.800 -9.800 0.000 0.000

904 S010-neve 155 Z FT glo -9.800 -9.800 0.000 0.000

905 S010-neve 169 Z FT glo -10.600 -10.600 0.000 0.000

906 S010-neve 183 Z FT glo -7.800 -7.800 0.000 0.000

907 S010-neve 511 Z FT glo -2.100 -2.100 0.000 0.000

908 S010-neve 497 Z FT glo -2.100 -2.100 0.000 0.000

909 S011-neve 43 Z FT glo -7.800 -7.800 0.000 0.000

910 S011-neve 127 Z FT glo -10.600 -10.600 0.000 0.000

911 S011-neve 140 Z FT glo -9.800 -9.800 0.000 0.000

912 S011-neve 156 Z FT glo -9.800 -9.800 0.000 0.000

913 S011-neve 170 Z FT glo -10.600 -10.600 0.000 0.000

914 S011-neve 184 Z FT glo -7.800 -7.800 0.000 0.000

915 S011-neve 512 Z FT glo -2.100 -2.100 0.000 0.000

916 S011-neve 498 Z FT glo -2.100 -2.100 0.000 0.000

917 S012-neve 39 Z FT glo -7.800 -7.800 0.000 0.000

918 S012-neve 123 Z FT glo -10.600 -10.600 0.000 0.000

919 S012-neve 136 Z FT glo -9.800 -9.800 0.000 0.000

920 S012-neve 152 Z FT glo -9.800 -9.800 0.000 0.000

921 S012-neve 167 Z FT glo -10.600 -10.600 0.000 0.000

922 S012-neve 181 Z FT glo -7.800 -7.800 0.000 0.000

923 S012-neve 513 Z FT glo -2.100 -2.100 0.000 0.000

924 S012-neve 499 Z FT glo -2.100 -2.100 0.000 0.000

925 S013-neve 40 Z FT glo -7.800 -7.800 0.000 0.000

926 S013-neve 124 Z FT glo -10.600 -10.600 0.000 0.000

927 S013-neve 137 Z FT glo -9.800 -9.800 0.000 0.000

928 S013-neve 153 Z FT glo -9.800 -9.800 0.000 0.000

929 S013-neve 168 Z FT glo -10.600 -10.600 0.000 0.000

930 S013-neve 182 Z FT glo -7.800 -7.800 0.000 0.000

931 S013-neve 514 Z FT glo -2.097 -2.101 0.000 0.000

932 S013-neve 500 Z FT glo -2.100 -2.100 0.000 0.000

933 S014-neve 41 Z FT glo -7.800 -7.800 0.000 0.000

934 S014-neve 125 Z FT glo -10.600 -10.600 0.000 0.000

935 S014-neve 138 Z FT glo -9.800 -9.800 0.000 0.000

936 S014-neve 154 Z FT glo -9.800 -9.800 0.000 0.000

937 S014-neve 171 Z FT glo -10.600 -10.600 0.000 0.000

938 S014-neve 185 Z FT glo -7.800 -7.800 0.000 0.000

939 S014-neve 519 Z FT glo -2.100 -2.100 0.000 0.000

940 S014-neve 501 Z FT glo -2.100 -2.100 0.000 0.000

941 S015-neve 143 Z FT glo -7.800 -7.800 0.000 0.000

942 S015-neve 141 Z FT glo -10.600 -10.600 0.000 0.000

943 S015-neve 157 Z FT glo -9.800 -9.800 0.000 0.000

944 S015-neve 158 Z FT glo -9.800 -9.800 0.000 0.000

945 S015-neve 172 Z FT glo -10.600 -10.600 0.000 0.000

946 S015-neve 186 Z FT glo -7.800 -7.800 0.000 0.000

947 S015-neve 520 Z FT glo -2.100 -2.100 0.000 0.000

948 S015-neve 502 Z FT glo -2.100 -2.100 0.000 0.000

949 muratura_inf 5 Z FD glo -20.620












961 muratura_inf_ovest 12 Z FD glo -10.340








969 murture_sud 21 Z FD glo -38.430










976 muratura_med 418 Z FD glo -25.680

















993 murature_sup 630 Z FD glo -12.200















1008 muratura_sup_lateral 222 Z FD glo -17.100








1016 tendone 129 Z FD glo -0.600
























1040 S016-permanenti_sola 2 Z FT glo -3.885 -3.885 0.000 0.000













































PESI PROPRI ASTE--|-----------|-----------|-----------|-----------|-----------|

Cond. Nome Carichi Aste

1 1082-1311 31-35, 38-49, 51-52, 54, 56, 58, 60-62, 90,

107-113, 115-119, 122-132, 135-141, 143-148,

151-163, 166-177, 180-186, 201, 203, 205, 211,

220, 222, 225-227, 229, 238-239, 244-247, 249-255,

337, 339, 343, 346-363, 417-422, 489-515, 517,

519-524, 527-528, 530-531, 598-599, 602, 609,

611-651, 656, 658-659

5 1312-1369 2-7, 9-14, 16-22, 25-30, 425, 427, 431, 433,

435, 437-438, 447, 449-455, 464-465, 468-477,

480-483, 488, 655

CARICHI DI LINEA |-----------|-----------|-----------|-----------|num.= 0

numero coordinata Intensità

Nome inizio fine Cond. Direz. inizio fine Descrizione

CONDIZIONI DI CARICO----------|-----------|-----------|-----------|num.= 9

Nome

1 Peso_proprio_______ N. carichi: 384

Lista carichi: 641-794, 1082-1311

2 Var.abitazione_____ N. carichi: 42

Lista carichi: 795-836

3 Carichi_copertura__ N. carichi: 112


4 permanenti N. carichi: 133


5 peso_proprio_fondaz N. carichi: 58


6 Sisma_X N. carichi: 162


7 Sisma_Y N. carichi: 162


8 Torcente_add._X N. carichi: 162


9 Torcente_add._Y N. carichi: 154


RISULTANTI DEI CARICHI (punto di applicazione nell'origine degli assi):

cond. FX FY FZ MX MY MZ

1 0.000000E+00 0.000000E+00 -4.114318E+05 -6.194280E+08 3.820370E+08 0.000000E+00

2 0.000000E+00 0.000000E+00 -2.814870E+05 -4.264528E+08 2.615014E+08 0.000000E+00

3 0.000000E+00 0.000000E+00 -1.311094E+05 -1.986285E+08 1.191126E+08 0.000000E+00

4 0.000000E+00 0.000000E+00 -7.610341E+05 -1.181904E+09 6.879125E+08 0.000000E+00

5 0.000000E+00 0.000000E+00 -6.832888E+05 -1.053226E+09 6.248721E+08 0.000000E+00

6 3.614288E+04 0.000000E+00 0.000000E+00 0.000000E+00 2.490483E+07 -5.460018E+07

7 0.000000E+00 3.614288E+04 0.000000E+00 -2.490483E+07 0.000000E+00 3.021957E+07

8 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 -6.790000E-02 -5.475647E+06

9 0.000000E+00 0.000000E+00 0.000000E+00 -3.621138E+03 0.000000E+00 2.676988E+06

DATI ANALISI SISMICA:

------------------------------------------------------------------------------

Analisi sismica - Statica lineare - ( NTC 2008 )

------------------------------------------------------------------------------

DATI PROGETTO

Edificio sito in località Collegno ( long. 7.567 lat. 45.083300 )

Categoria del suolo di fondazione = B

Coeff. di amplificazione stratigrafica Ss = 1.200

Coeff. di amplificazione topografica ST = 1.000

S = 1.200

Vita nominale dell'opera VN = 100 anni

Coefficiente d'uso CU = 2.0

Periodo di riferimento VR = 200.0

PVR : probabilità di superamento in VR = 5 %

Tempo di ritorno = 2475

Coeff. di smorzamento viscoso = 5.0

Valori risultanti per :

ag 1.019 [g/10]

Fo 2.767

TC* 0.290




Edificio con struttura in cem. armato :

Fattore di struttura q = 1.500

q = q0 * KR * KW dove :

q0 = 1.50 ( Classe di duttilità "B" ( bassa ) )

KR = 1.0 ( Edifici regolari in altezza )

KW = 1.00

Rapporto spettro di esercizio / spettro di progetto = 0.614

Coeff. lambda = 1.0000

Sd = 0.070

Numero condizioni generanti carichi sismici : 3

Cond. 001 : Peso_proprio________ con coeff. 1.000

Cond. 002 : Var.abitazione______ con coeff. 0.600

Cond. 004 : permanenti con coeff. 1.000

Condizioni di carico sismico generate:

Cond. 006 : Sisma X

Cond. 007 : Sisma Y

Cond. 008 : Torcente add. X

Cond. 009 : Torcente add. Y

Carichi sismici :

| Piani| Pesi| C. distr.| Forze di piano|Torc. di piano X|Torc. di piano Y| Baric. X| Baric. Y|

| cm| daN| | daN| daNcm| daNcm| cm| cm|

| 362.0| 232790| 0.0422| 9823| 1488185| 912557| 611.5| 1499.1|

| 680.0| 72185| 0.0793| 5722| 866848| 0| 1858.0| 1515.0|

| 799.0| 155173| 0.0931| 14452| 2189515| 1427014| 627.1| 1515.0|

| 854.0| 15675| 0.0995| 1560| 236408| 138857| 1283.9| 1515.0|

| 937.2| 13437| 0.1092| 1468| 222397| 79769| 537.0| 1515.0|

| 988.1| 27066| 0.1152| 3117| 472294| 118791| 553.9| 1515.0|

DESCRIZIONE CASI DI CARICO:

|---------------------------------------------------------------------------------------|

|NOME| DESCRIZIONE | VERIFICA | TIPO | CONDIZ. INSERITE | CASI INSERITI |

| | | | |------------------------------------|

| | | | | Num.| Coeff.| Segno| Num.| Coeff. |

|---------------------------------------------------------------------------------------|

| 1 | SLU SENZA SISMA | S.L.U. | somma | 1 | 1.300| + | | |

| | | | | 2 | 1.500| + | | |

| | | | | 3 | 1.500| + | | |

| | | | | 4 | 1.500| + | | |

| | | | | 5 | 1.300| + | | |

|---------------------------------------------------------------------------------------|

| 2 | SISMAX SLU | nessuna | somma | 6 | 1.000| ± | | |

| | | | | 8 | 1.000| ± | | |

|---------------------------------------------------------------------------------------|

| 3 | SISMAY SLU | nessuna | somma | 7 | 1.000| ± | | |

| | | | | 9 | 1.000| ± | | |

|---------------------------------------------------------------------------------------|

| 4 | SLU con SISMAX PRINC| S.L.U. | somma | 1 | 1.000| + | 2 | 1.000 |

| | | | | 2 | 0.600| + | 3 | 0.300 |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 5 | SLU con SISMAY PRINC| S.L.U. | somma | 1 | 1.000| + | 3 | 1.000 |

| | | | | 2 | 0.600| + | 2 | 0.300 |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 6 | SLD con SISMAX PRINC| S.L.Danno | somma | 1 | 1.000| + | 2 | 0.614 |

| | | | | 2 | 0.600| + | 3 | 0.184 |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 7 | SLD con SISMAY PRINC| S.L.Danno | somma | 1 | 1.000| + | 3 | 0.614 |

| | | | | 2 | 0.600| + | 2 | 0.184 |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 8 | SLU FON con SISMAX P| SLU_FON | somma | 1 | 1.000| + | 2 | 1.100 |

| | | | | 2 | 0.600| + | 3 | 0.300 |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 9 | SLU FON con SISMAY P| SLU_FON | somma | 1 | 1.000| + | 3 | 1.100 |

| | | | | 2 | 0.600| + | 2 | 0.300 |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 10 | SLUGeo | SLU_GEO | somma | 1 | 1.000| + | | |

| | | | | 2 | 1.300| + | | |

| | | | | 3 | 1.300| + | | |

| | | | | 4 | 1.300| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 11 | Rara | Rara | somma | 1 | 1.000| + | | |

| | | | | 2 | 1.000| + | | |

| | | | | 3 | 1.000| + | | |




| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 12 | Frequente | Freq. | somma | 1 | 1.000| + | | |

| | | | | 2 | 0.700| + | | |

| | | | | 3 | 0.200| + | | |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 13 | Quasi Perm | QuasiPerm.| somma | 1 | 1.000| + | | |

| | | | | 2 | 0.600| + | | |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

DIMENSIONAMENTO C.A.:

VERIFICA ELEMENTI IN CEMENTO ARMATO - lavoro: COLDL4

Unita` di misura:

DIM.SEZIONI: cm

FORZE: daN

LUNGHEZZE: cm

COPPIE: daNcm

TENSIONI: daN/cm2

BARRE: mm

AREA BARRE: cm2

PILASTRATA : N. 28 P002 CRITERI : 1

| Asta|Progr.I.|Progr.F.| Nodo I.| Nodo F.|

| 44| 0.| 518.| 8| 92|

| 113| 518.| 955.| 92| 280|

| 629| 955.| 1098.| 280| 26|

| Sez.|Progr.I.|Progr.F.| L | B | H | S1 | S2 | S3 | S4 |

| Rett.| 0.| 1098.| 1098.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO

| N | Descrizione | Soll.|

| 1|SLU SENZA SISMA | 1|

| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|

| 4|SLU con SISMAX PRINC | 16|

| 5|SLU con SISMAY PRINC | 16|

| 6|SLD con SISMAX PRINC | 16|

| 7|SLD con SISMAY PRINC | 16|

| 8|SLU FON con SISMAX P | 16|

| 9|SLU FON con SISMAY P | 16|

| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|

| 13|Quasi Perm | 1|

-------------------------------------------------------------- PROGR. 0.

ARMATURE Long. tot. |N. 8|A 18.2| Trasv. Y |N. 24|A 12.1|

Trasv. Z |N. 22|A 11.1|

SNELLEZZA |roz 9.|roy 17.|Lamb 60|L 518.|om 1.04|cz 1.10|cy 1.03|

SOLLECITAZIONI

| Caso| MZ | MY | MT | N | TZ | TY |

| 3- 3| -580596.0| -21858.4| 0.0| 6475.9| -34.5| 2629.6|

| 8- 1| -248991.9| -791854.4| 0.0| -25446.3| -1945.9| 1519.6|

| 9- 9| -723552.0| -270885.7| 0.0| -20286.1| -726.0| 3667.3|

DEFORMAZIONI

| Caso|Ver| massimi | EPSacc | CSI | EPScls | Vrd/Tz | Vrd/Ty |

| 3- 3|si |Acc | 1.58| 0.29| -0.63| 1313.91| 19.21|

| 8- 1|si | Tz | 0.83| 0.51| -0.86| 23.28| 33.24|

| 9- 9|si | Cls Ty| 1.47| 0.43| -1.12| 62.39| 13.77|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 3| -461607.2| -20298.5| 0.0| 6475.9| -34.5| 2629.6|

| 8- 1| -180230.6| -703804.3| 0.0| -25249.5| -1945.9| 1519.6|

| 9- 9| -557605.1| -238035.1| 0.0| -20089.2| -726.0| 3667.3|

DEFORMAZIONI


| 3- 3|si |Acc | 1.29| 0.28| -0.49| 1313.91| 16.64|

| 8- 1|si | Tz | 0.61| 0.53| -0.69| 23.28| 28.79|

| 9- 9|si | Cls Ty| 1.04| 0.45| -0.87| 62.39| 11.93|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 3| -342618.4| -18738.5| 0.0| 6475.9| -34.5| 2629.6|

| 8- 1| -111469.4| -615754.3| 0.0| -25052.7| -1945.9| 1519.6|

| 9- 9| -391658.3| -205184.5| 0.0| -19892.4| -726.0| 3667.3|

DEFORMAZIONI


| 3- 3|si |Acc | 1.00| 0.26| -0.36| 528.84| 6.34|

| 8- 1|si | Tz | -0.47| 0.57| -0.54| 9.37| 10.98|

| 9- 9|si | Cls Ty| 0.64| 0.49| -0.62| 25.11| 4.55|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI





| 3- 3| -223629.6| -17178.6| 0.0| 6475.9| -34.5| 2629.6|

| 8- 1| -49711.6| -527704.2| 0.0| -24855.8| -1945.9| 1519.6|

| 8-14| 95127.5| 501135.9| 0.0| -29229.9| 1503.8| -123.3|

| 9- 9| -225711.4| -172333.9| 0.0| -19695.6| -726.0| 3667.3|

DEFORMAZIONI


| 3- 3|si |Acc | 0.72| 0.24| -0.22| 528.84| 6.34|

| 8- 1|si | Tz | -0.36| 0.64| -0.40| 9.37| 10.98|

| 8-14|si | Cls | -0.39| 0.69| -0.43| 12.12| 135.30|

| 9- 9|si | Ty| -0.32| 0.61| -0.38| 25.11| 4.55|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 1| -2011.3| -393360.9| 0.0| 334.3| -1558.2| 78.0|

| 8- 1| 49318.0| -439654.2| 0.0| -24659.0| -1945.9| 1519.6|

| 8-14| 89548.3| 433088.0| 0.0| -29033.1| 1503.8| -123.3|

| 9- 9| -59764.5| -139483.3| 0.0| -19498.7| -726.0| 3667.3|

DEFORMAZIONI


| 2- 1|si |Acc | 0.59| 0.29| -0.24| 9.53| 300.59|

| 8- 1|si | Tz | -0.31| 0.70| -0.34| 7.63| 15.43|

| 8-14|si | Cls | -0.35| 0.74| -0.38| 9.87| 190.18|

| 9- 9|si | Ty| -0.16| 0.96| -0.18| 20.45| 6.39|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 136833.7| 149863.1| 0.0| -49585.4| -374.4| 1195.7|

| 2- 1| 1518.5| -322850.5| 0.0| 334.3| -1558.2| 78.0|

| 8- 1| 94814.3| -351604.1| 0.0| -24462.1| -1945.9| 1519.6|

| 9- 9| 106182.4| -106632.7| 0.0| -19301.9| -726.0| 3667.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.34| 1.20| -0.37| 48.70| 19.61|

| 2- 1|si |Acc | 0.48| 0.29| -0.20| 11.70| 300.59|

| 8- 1|si | Tz | -0.30| 0.73| -0.33| 9.37| 15.43|

| 9- 9|si | Ty| -0.18| 0.87| -0.20| 25.11| 6.39|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 190939.4| 166803.1| 0.0| -49329.5| -374.4| 1195.7|

| 3- 3| 133336.9| -12951.9| 0.0| 6475.9| -34.5| 2629.6|

| 8- 1| 163575.5| -263554.1| 0.0| -24265.3| -1945.9| 1519.6|

| 9- 9| 272129.2| -73782.2| 0.0| -19105.0| -726.0| 3667.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.38| 1.05| -0.42| 48.70| 13.95|

| 3- 3|si |Acc | 0.50| 0.19| -0.12| 528.84| 6.34|

| 8- 1|si | Tz | -0.31| 0.71| -0.36| 9.37| 10.98|

| 9- 9|si | Ty| -0.31| 0.58| -0.38| 25.11| 4.55|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 3| 252325.7| -12951.9| 0.0| 6475.9| -34.5| 2629.6|

| 8- 1| 232336.8| -175504.0| 0.0| -24068.5| -1945.9| 1519.6|

| 9- 9| 438076.1| -40931.6| 0.0| -18908.2| -726.0| 3667.3|

| 9-12| 432929.2| 68166.3| 0.0| -19108.8| 209.0| 3620.5|

DEFORMAZIONI


| 3- 3|si |Acc | 0.78| 0.24| -0.25| 1215.78| 16.64|

| 8- 1|si | Tz | -0.34| 0.67| -0.39| 21.54| 28.79|

| 9- 9|si | Ty| 0.63| 0.47| -0.56| 57.73| 11.93|

| 9-12|si | Cls | 0.64| 0.48| -0.58| 200.57| 12.08|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 3| 371314.5| -12951.9| 0.0| 6475.9| -34.5| 2629.6|

| 8- 1| 301098.0| -87454.0| 0.0| -23871.6| -1945.9| 1519.6|

| 9- 9| 604023.0| -37422.7| 0.0| -18711.4| -726.0| 3667.3|

| 9-12| 596758.2| 58710.6| 0.0| -18912.0| 209.0| 3620.5|

DEFORMAZIONI


| 3- 3|si |Acc | 1.07| 0.26| -0.38| 1313.91| 19.21|

| 8- 1|si | Tz | -0.35| 0.62| -0.43| 23.28| 33.24|

| 9- 9|si | Ty| 1.03| 0.43| -0.76| 62.39| 13.77|

| 9-12|si | Cls | 1.02| 0.43| -0.77| 216.76| 13.95|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -315015.9| 240718.9| 0.0| -30466.0| -1677.4| 1287.3|

| 9- 9| -603383.5| 23722.4| 0.0| -11861.2| -451.8| 2996.4|

| 9-10| -602279.0| 70893.5| 0.0| -11945.5| -359.1| 2992.8|

DEFORMAZIONI


| 1- 1|si | Tz | -0.44| 0.65| -0.51| 27.00| 39.24|

| 9- 9|si | Ty| 1.10| 0.38| -0.69| 100.26| 16.86|

| 9-10|si |AccCls | 1.14| 0.39| -0.73| 126.12| 16.88|

-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 20|A 10.1|





SOLLECITAZIONI


| 1- 1| -244699.3| 332348.6| 0.0| -30157.1| -1677.4| 1287.3|

| 9- 9| -439703.9| 30844.4| 0.0| -11623.6| -451.8| 2996.4|

| 9-10| -438798.9| 90511.7| 0.0| -11707.9| -359.1| 2992.8|

DEFORMAZIONI


| 1- 1|si | Tz | -0.33| 0.72| -0.37| 26.01| 35.63|

| 9- 9|si | Ty| 0.38| 0.48| -0.35| 96.58| 15.30|

| 9-10|si |AccCls | 0.41| 0.48| -0.38| 121.50| 15.32|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -174382.6| 423978.3| 0.0| -29848.2| -1677.4| 1287.3|

| 9- 9| -276024.2| 55523.6| 0.0| -11386.0| -451.8| 2996.4|

| 9-10| -275318.8| 110129.9| 0.0| -11470.3| -359.1| 2992.8|

DEFORMAZIONI


| 1- 1|si | ClsTz | -0.40| 0.68| -0.46| 10.87| 12.96|

| 9- 9|si | Ty| 0.40| 0.46| -0.35| 40.35| 5.57|

| 9-10|si |Acc | 0.44| 0.47| -0.39| 50.76| 5.57|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -104066.0| 515608.0| 0.0| -29539.3| -1677.4| 1287.3|

| 9- 9| -112344.5| 80202.9| 0.0| -11148.3| -451.8| 2996.4|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.39| 0.68| -0.44| 8.85| 18.22|

| 9- 9|si | Ty| -0.15| 0.67| -0.17| 32.86| 7.83|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -58460.8| 607237.6| 0.0| -29230.4| -1677.4| 1287.3|

| 9- 9| 51335.1| 104882.1| 0.0| -10910.7| -451.8| 2996.4|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.41| 0.64| -0.45| 10.87| 12.96|

| 9- 9|si | Ty| -0.11| 0.81| -0.12| 40.35| 5.57|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 57843.0| 698867.3| 0.0| -28921.5| -1677.4| 1287.3|

| 9- 9| 215014.8| 129561.4| 0.0| -10673.1| -451.8| 2996.4|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.46| 0.58| -0.52| 10.87| 12.96|

| 9- 9|si | Ty| 0.34| 0.49| -0.33| 40.35| 5.57|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 106884.0| 790497.0| 0.0| -28612.6| -1677.4| 1287.3|

| 9- 9| 378694.4| 154240.6| 0.0| -10435.5| -451.8| 2996.4|

| 9-10| 378601.7| 188602.7| 0.0| -10519.8| -359.1| 2992.8|

DEFORMAZIONI


| 1- 1|si | ClsTz | -0.57| 0.54| -0.64| 10.87| 18.22|

| 9- 9|si | Ty| 0.73| 0.42| -0.54| 40.35| 7.83|

| 9-10|si |Acc | 0.75| 0.43| -0.56| 50.76| 7.83|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 177200.7| 882126.7| 0.0| -28303.7| -1677.4| 1287.3|

| 9- 9| 542374.1| 178919.9| 0.0| -10197.9| -451.8| 2996.4|

| 9-10| 542081.8| 208220.9| 0.0| -10282.2| -359.1| 2992.8|

DEFORMAZIONI


| 1- 1|si | ClsTz | 0.77| 0.51| -0.80| 24.99| 33.98|

| 9- 9|si | Ty| 1.13| 0.40| -0.75| 92.77| 14.60|

| 9-10|si |Acc | 1.15| 0.40| -0.77| 116.70| 14.62|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 247517.3| 973756.4| 0.0| -27994.8| -1677.4| 1287.3|

| 9- 9| 706053.8| 203599.1| 0.0| -9960.2| -451.8| 2996.4|

| 9-10| 705561.9| 227839.1| 0.0| -10044.6| -359.1| 2992.8|

DEFORMAZIONI


| 1- 1|si | Tz | 1.00| 0.49| -0.97| 27.00| 39.24|

| 9- 9|si | Ty| 1.53| 0.39| -0.96| 100.26| 16.86|

| 9-10|si |AccCls | 1.55| 0.39| -0.98| 126.12| 16.88|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI





| 1- 1| -37097.2| 1153255.9| 0.0| -18548.6| 8344.8| 2.2|

| 9-10| -34719.7| 268501.4| 0.0| -4598.4| 1942.8| 251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 1.20| 0.40| -0.80| 5.43| 23086.02|

| 9-10|si | Ty| 0.29| 0.41| -0.21| 23.31| 201.06|

-------------------------------------------------------------- PROGR. 973.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 1- 1| -36901.8| 1009098.9| 0.0| -18450.9| 8344.8| 2.2|

| 9-10| -30379.7| 234938.8| 0.0| -4523.3| 1942.8| 251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 0.87| 0.43| -0.66| 5.99| 23802.75|

| 9-10|si | Ty| 0.21| 0.44| -0.17| 25.71| 207.31|

-------------------------------------------------------------- PROGR. 990.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -36706.4| 864941.9| 0.0| -18353.2| 8344.8| 2.2|

| 9-10| -26039.8| 201376.1| 0.0| -4448.1| 1942.8| 251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 0.43| 0.50| -0.43| 5.63| 20958.95|

| 9-10|si | Ty| 0.11| 0.50| -0.11| 24.20| 182.54|

-------------------------------------------------------------- PROGR. 1008.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -36511.0| 720784.9| 0.0| -18255.5| 8344.8| 2.2|

| 9-10| -21699.8| 167813.4| 0.0| -4373.0| 1942.8| 251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 0.33| 0.53| -0.37| 5.63| 24051.31|

| 9-10|si | Ty| 0.08| 0.53| -0.09| 24.20| 209.47|

-------------------------------------------------------------- PROGR. 1026.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -36315.6| 576628.0| 0.0| -18157.8| 8344.8| 2.2|

| 9-10| -17359.8| 134250.7| 0.0| -4297.8| 1942.8| 251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 0.40| 0.51| -0.41| 5.43| 23086.02|

| 9-10|si | Ty| 0.10| 0.51| -0.10| 23.31| 201.06|

-------------------------------------------------------------- PROGR. 1044.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -36120.3| 432471.0| 0.0| -18060.1| 8344.8| 2.2|

| 9-10| -13019.9| 100688.0| 0.0| -4222.7| 1942.8| 251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.28| 0.59| -0.31| 5.43| 19993.65|

| 9-10|si | Ty| -0.07| 0.58| -0.07| 23.31| 174.13|

-------------------------------------------------------------- PROGR. 1062.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 1- 1| -35924.9| 288314.0| 0.0| -17962.4| 8344.8| 2.2|

| 9-10| -8679.9| 67125.4| 0.0| -4147.5| 1942.8| 251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.20| 0.74| -0.22| 5.83| 23086.02|

| 9-10|si | Ty| -0.04| 0.74| -0.05| 25.06| 201.06|

-------------------------------------------------------------- PROGR. 1080.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 1- 1| -35729.5| 144157.0| 0.0| -17864.7| 8344.8| 2.2|

| 9-10| -8144.8| 33562.7| 0.0| -4072.4| 1942.8| 251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.13| 1.00| -0.15| 4.62| 19993.65|

| 9-10|si | Ty| -0.03| 1.00| -0.03| 19.83| 174.13|

-------------------------------------------------------------- PROGR. 1098.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 35534.1| 35534.1| 0.0| -17767.1| 8344.8| 2.2|

| 9-10| 7994.5| 7994.5| 0.0| -3997.3| 1942.8| 251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.10| 1.53| -0.10| 5.43| 19993.65|

| 9-10|si | Ty| -0.02| 1.54| -0.02| 23.31| 174.13|



| 45| 0.| 518.| 10| 91|




| 112| 518.| 955.| 91| 279|

| 628| 955.| 1010.| 279| 41|


| Rett.| 0.| 1010.| 1010.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 1| -7167.4| -886828.3| 0.0| 129.8| -1436.9| 22.7|

| 8-16| 181103.5| 1115039.3| 0.0| -33096.5| 1772.8| -877.6|

| 9- 7| 598905.1| -82815.1| 0.0| -32207.4| -158.3| -2462.3|

| 9- 8| 599330.6| 423117.0| 0.0| -32301.2| 648.2| -2461.4|

DEFORMAZIONI


| 2- 1|si |Acc | 1.32| 0.30| -0.57| 31.52| 2224.40|

| 8-16|si | Tz | 1.01| 0.50| -1.03| 25.55| 57.56|

| 9- 7|si | Ty| 0.80| 0.51| -0.84| 286.14| 20.51|

| 9- 8|si | Cls | 1.10| 0.50| -1.11| 69.88| 20.52|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 1| -6139.9| -821809.0| 0.0| 129.8| -1436.9| 22.7|

| 8-14| 157634.7| 1038691.5| 0.0| -32914.5| 1766.8| -953.0|

| 8-16| 141392.9| 1034818.6| 0.0| -32899.7| 1772.8| -877.6|

| 9- 7| 487487.5| -75652.1| 0.0| -32010.5| -158.3| -2462.3|

DEFORMAZIONI


| 2- 1|si |Acc | 1.22| 0.30| -0.52| 31.52| 1926.45|

| 8-14|si | Cls | 0.90| 0.51| -0.93| 25.64| 45.91|

| 8-16|si | Tz | 0.85| 0.52| -0.90| 25.55| 49.85|

| 9- 7|si | Ty| -0.55| 0.56| -0.68| 286.14| 17.77|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 1| -5112.3| -756789.7| 0.0| 129.8| -1436.9| 22.7|

| 8-14| 114513.3| 958744.4| 0.0| -32717.7| 1766.8| -953.0|

| 8-16| 101682.4| 954597.9| 0.0| -32702.9| 1772.8| -877.6|

| 9- 7| 376069.8| -68489.1| 0.0| -31813.7| -158.3| -2462.3|

DEFORMAZIONI


| 2- 1|si |Acc | 1.13| 0.30| -0.48| 12.69| 734.61|

| 8-14|si | Cls | 0.74| 0.52| -0.81| 10.32| 17.51|

| 8-16|si | Tz | -0.69| 0.53| -0.78| 10.28| 19.01|

| 9- 7|si | Ty| -0.44| 0.64| -0.53| 115.17| 6.78|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 1| -4084.7| -691770.4| 0.0| 129.8| -1436.9| 22.7|

| 8-15| -76411.0| 871486.7| 0.0| -33050.6| 1743.6| 192.0|

| 8-16| 65012.0| 874377.3| 0.0| -32506.0| 1772.8| -877.6|

| 9- 7| 264652.2| -63233.7| 0.0| -31616.9| -158.3| -2462.3|

DEFORMAZIONI


| 2- 1|si |Acc | 1.03| 0.30| -0.43| 12.69| 734.61|

| 8-15|si | Cls | -0.61| 0.55| -0.69| 10.46| 86.88|

| 8-16|si | Tz | -0.60| 0.56| -0.67| 10.28| 19.01|

| 9- 7|si | Ty| -0.33| 0.79| -0.39| 115.17| 6.78|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 1| -3057.2| -626751.2| 0.0| 129.8| -1436.9| 22.7|

| 8-13| -65737.1| 797281.8| 0.0| -32868.5| 1737.6| 116.6|

| 8-16| 64618.4| 794156.6| 0.0| -32309.2| 1772.8| -877.6|

| 9- 7| 153234.5| -62840.1| 0.0| -31420.0| -158.3| -2462.3|

DEFORMAZIONI


| 2- 1|si |Acc | 0.93| 0.30| -0.39| 10.33| 1032.57|

| 8-13|si | Cls | -0.55| 0.57| -0.62| 8.55| 201.06|

| 8-16|si | Tz | -0.55| 0.58| -0.61| 8.38| 26.72|

| 9- 7|si | Ty| -0.24| 1.03| -0.27| 93.80| 9.52|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI





| 1- 1| -126500.3| 539703.9| 0.0| -63250.1| 803.1| -541.4|

| 2- 1| -2029.6| -561731.9| 0.0| 129.8| -1436.9| 22.7|

| 8-16| -64224.7| 713936.0| 0.0| -32112.3| 1772.8| -877.6|

| 9- 7| 62446.4| -62446.4| 0.0| -31223.2| -158.3| -2462.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.55| 0.96| -0.59| 22.70| 43.31|

| 2- 1|si |Acc | 0.83| 0.29| -0.35| 12.69| 1032.57|

| 8-16|si | Tz | -0.50| 0.62| -0.55| 10.28| 26.72|

| 9- 7|si | Ty| -0.18| 1.47| -0.20| 115.17| 9.52|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -125988.5| 503363.8| 0.0| -62994.3| 803.1| -541.4|

| 2- 1| -1002.1| -496712.6| 0.0| 129.8| -1436.9| 22.7|

| 8-16| -63831.0| 633715.3| 0.0| -31915.5| 1772.8| -877.6|

| 9- 7| -69600.7| -62052.7| 0.0| -31026.4| -158.3| -2462.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.53| 0.98| -0.58| 22.70| 30.81|

| 2- 1|si |Acc | 0.74| 0.29| -0.30| 12.69| 734.61|

| 8-16|si | Tz | -0.45| 0.66| -0.49| 10.28| 19.01|

| 9- 7|si | Ty| -0.19| 1.40| -0.20| 115.17| 6.78|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -125476.7| 467023.8| 0.0| -62738.4| 803.1| -541.4|

| 2- 1| 259.6| -431693.3| 0.0| 129.8| -1436.9| 22.7|

| 8-16| -96870.1| 553494.6| 0.0| -31718.7| 1772.8| -877.6|

| 9- 7| -181018.4| -61659.0| 0.0| -30829.5| -158.3| -2462.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.52| 1.00| -0.56| 52.19| 80.81|

| 2- 1|si |Acc | 0.64| 0.29| -0.26| 29.17| 1926.45|

| 8-16|si | Tz | -0.43| 0.69| -0.48| 23.64| 49.85|

| 9- 7|si | Ty| -0.26| 0.95| -0.29| 264.77| 17.77|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -136355.7| 430683.7| 0.0| -62482.5| 803.1| -541.4|

| 2- 1| 1053.1| -366674.0| 0.0| 129.8| -1436.9| 22.7|

| 8-16| -136580.6| 473274.0| 0.0| -31521.8| 1772.8| -877.6|

| 9- 7| -292436.0| -61265.4| 0.0| -30632.7| -158.3| -2462.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.51| 1.00| -0.55| 56.40| 93.31|

| 2- 1|si |Acc | 0.54| 0.29| -0.22| 31.52| 2224.40|

| 8-16|si | Tz | -0.42| 0.70| -0.47| 25.55| 57.56|

| 9- 7|si | Ty| -0.36| 0.73| -0.42| 286.14| 20.51|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 1| -5784.9| -371707.3| 0.0| 133.6| -791.7| 46.6|

| 8-14| 155261.7| 487095.2| 0.0| -16817.1| 1073.3| -826.4|

| 8-16| 148937.4| 481128.7| 0.0| -16790.3| 1076.1| -774.2|

| 9- 8| 303703.4| 192566.3| 0.0| -16261.8| 474.7| -1877.8|

DEFORMAZIONI


| 2- 1|si |Acc | 0.55| 0.30| -0.23| 57.21| 1083.44|

| 8-14|si | Cls | 0.47| 0.51| -0.50| 42.20| 61.12|

| 8-16|si | Tz | 0.45| 0.52| -0.49| 42.09| 65.24|

| 9- 8|si | Ty| 0.47| 0.51| -0.48| 95.41| 26.90|

-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 98507.2| 391255.6| 0.0| -40164.8| 937.1| -426.7|

| 8-16| 106645.5| 422348.3| 0.0| -16552.7| 1076.1| -774.2|

| 9- 8| 201131.0| 166634.2| 0.0| -16024.2| 474.7| -1877.8|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.30| 0.93| -0.32| 46.56| 107.46|

| 8-16|si | Tz | -0.26| 0.60| -0.29| 40.55| 59.23|

| 9- 8|si | Ty| -0.21| 0.64| -0.25| 91.91| 24.42|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 79711.8| 340067.8| 0.0| -39855.9| 937.1| -426.7|

| 2- 1| -691.3| -285214.5| 0.0| 133.6| -791.7| 46.6|

| 8-16| 64353.6| 363568.0| 0.0| -16315.1| 1076.1| -774.2|

| 9- 8| 98558.6| 140702.0| 0.0| -15786.6| 474.7| -1877.8|

DEFORMAZIONI


| 1- 1|si | Cls | -0.32| 0.97| -0.35| 19.46| 39.09|

| 2- 1|si |Acc | 0.42| 0.29| -0.17| 23.03| 357.81|

| 8-16|si | Tz | -0.27| 0.59| -0.30| 16.94| 21.55|

| 9- 8|si | Ty| -0.17| 0.76| -0.20| 38.40| 8.88|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 4|A 2.0|





SOLLECITAZIONI


| 1- 1| 79094.0| 288879.9| 0.0| -39547.0| 937.1| -426.7|

| 2- 1| 1855.4| -241968.1| 0.0| 133.6| -791.7| 46.6|

| 8-16| 32155.0| 304787.7| 0.0| -16077.5| 1076.1| -774.2|

| 9- 8| -31097.9| 114769.8| 0.0| -15549.0| 474.7| -1877.8|

DEFORMAZIONI


| 1- 1|si | Cls | -0.30| 1.02| -0.32| 15.85| 54.95|

| 2- 1|si |Acc | 0.35| 0.29| -0.15| 18.75| 502.93|

| 8-16|si | Tz | -0.20| 0.67| -0.22| 13.80| 30.29|

| 9- 8|si | Ty| -0.11| 1.02| -0.12| 31.28| 12.49|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 78476.2| 237692.0| 0.0| -39238.1| 937.1| -426.7|

| 2- 3| 3092.1| -200321.7| 0.0| 178.5| -690.8| 15.3|

| 8-16| -31679.7| 246007.3| 0.0| -15839.9| 1076.1| -774.2|

| 9- 8| -106586.2| 88837.7| 0.0| -15311.3| 474.7| -1877.8|

DEFORMAZIONI


| 1- 1|si | Cls | -0.28| 1.08| -0.30| 19.46| 39.09|

| 2- 3|si |Acc | 0.30| 0.29| -0.12| 26.39| 1092.29|

| 8-16|si | Tz | -0.17| 0.75| -0.19| 16.94| 21.55|

| 9- 8|si | Ty| -0.16| 0.79| -0.18| 38.40| 8.88|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 2| -180321.3| -8340.3| 0.0| 560.5| 43.5| -1360.8|

| 8-16| -62522.2| 187227.0| 0.0| -15602.3| 1076.1| -774.2|

| 9- 6| -208251.9| 65039.4| 0.0| -15087.2| 444.5| -1868.4|

| 9- 8| -209158.6| 62905.5| 0.0| -15073.7| 474.7| -1877.8|

DEFORMAZIONI


| 3- 2|si |Acc | 0.43| 0.30| -0.19| 418.91| 12.26|

| 8-16|si | Tz | -0.17| 0.77| -0.18| 16.94| 21.55|

| 9- 6|si | Cls | -0.23| 0.59| -0.28| 41.02| 8.93|

| 9- 8|si | Ty| -0.23| 0.58| -0.28| 38.40| 8.88|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 2| -254653.0| -10717.6| 0.0| 560.5| 43.5| -1360.8|

| 8-16| -104814.1| 128446.7| 0.0| -15364.6| 1076.1| -774.2|

| 9- 6| -310310.5| 40761.0| 0.0| -14849.6| 444.5| -1868.4|

| 9- 8| -311731.1| 36973.4| 0.0| -14836.1| 474.7| -1877.8|

DEFORMAZIONI


| 3- 2|si |Acc | 0.60| 0.31| -0.27| 418.91| 17.23|

| 8-16|si | Tz | -0.17| 0.75| -0.19| 16.94| 30.29|

| 9- 6|si | Cls | 0.40| 0.49| -0.38| 41.02| 12.55|

| 9- 8|si | Ty| 0.40| 0.49| -0.38| 38.40| 12.49|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 2| -328984.7| -13094.9| 0.0| 560.5| 43.5| -1360.8|

| 8-16| -147106.0| 69666.3| 0.0| -15127.0| 1076.1| -774.2|

| 9- 8| -414303.5| 29197.0| 0.0| -14598.5| 474.7| -1877.8|

DEFORMAZIONI


| 3- 2|si |Acc | 0.78| 0.31| -0.35| 963.06| 32.15|

| 8-16|si | Tz | -0.18| 0.70| -0.21| 38.95| 56.50|

| 9- 8|si | Cls Ty| 0.63| 0.44| -0.49| 88.29| 23.30|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 2| -403316.3| -15472.2| 0.0| 560.5| 43.5| -1360.8|

| 8-16| -189397.9| 29778.8| 0.0| -14889.4| 1076.1| -774.2|

| 9- 8| -516875.9| -28721.7| 0.0| -14360.9| 474.7| -1877.8|

DEFORMAZIONI


| 3- 2|si |Acc | 0.95| 0.31| -0.43| 1040.80| 37.12|

| 8-16|si | Tz | -0.20| 0.62| -0.24| 42.09| 65.24|

| 9- 8|si | Cls Ty| 0.87| 0.41| -0.61| 95.41| 26.90|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8-12| 179027.1| -147296.8| 0.0| -5228.7| -1065.8| -1295.4|

| 9-15| 360775.3| -108336.2| 0.0| -4911.1| -783.9| -2610.5|

DEFORMAZIONI


| 8-12|si | Tz | 0.38| 0.44| -0.29| 42.50| 38.99|

| 9-15|si |AccCls Ty| 0.75| 0.38| -0.46| 57.78| 19.35|

-------------------------------------------------------------- PROGR. 962.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8-12| 156648.7| -128884.7| 0.0| -5153.6| -1065.8| -1295.4|

| 9-15| 315678.4| -94794.2| 0.0| -4836.0| -783.9| -2610.5|




DEFORMAZIONI


| 8-12|si | Tz | 0.32| 0.45| -0.26| 42.50| 38.99|

| 9-15|si |AccCls Ty| 0.64| 0.38| -0.40| 57.78| 19.35|

-------------------------------------------------------------- PROGR. 968.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8-12| 134270.3| -110472.6| 0.0| -5078.5| -1065.8| -1295.4|

| 9-15| 270581.5| -81252.2| 0.0| -4760.8| -783.9| -2610.5|

DEFORMAZIONI


| 8-12|si | Tz | 0.14| 0.52| -0.15| 44.11| 40.62|

| 9-15|si |AccCls Ty| 0.28| 0.45| -0.23| 59.98| 20.16|

-------------------------------------------------------------- PROGR. 975.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| 188861.7| -36910.2| 0.0| 553.1| -427.3| -2186.5|

| 8-12| 111892.0| -92060.5| 0.0| -5003.3| -1065.8| -1295.4|

| 9-15| 225484.6| -67710.1| 0.0| -4685.7| -783.9| -2610.5|

DEFORMAZIONI


| 3- 4|si |Acc | 0.23| 0.38| -0.14| 110.03| 20.97|

| 8-12|si | Tz | 0.11| 0.54| -0.13| 44.11| 35.40|

| 9-15|si | Cls Ty| 0.23| 0.46| -0.20| 59.98| 17.57|

-------------------------------------------------------------- PROGR. 982.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 3- 4| 151089.4| -29528.2| 0.0| 553.1| -427.3| -2186.5|

| 8-12| 89513.6| -73648.4| 0.0| -4928.2| -1065.8| -1295.4|

| 9-15| 180387.6| -54168.1| 0.0| -4610.5| -783.9| -2610.5|

DEFORMAZIONI


| 3- 4|si |Acc | 0.19| 0.37| -0.11| 117.94| 24.07|

| 8-12|si | Tz | -0.09| 0.57| -0.10| 47.29| 40.62|

| 9-15|si | Cls Ty| 0.17| 0.48| -0.16| 64.29| 20.16|

-------------------------------------------------------------- PROGR. 989.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 64292.5| 48052.7| 0.0| -24026.3| 266.2| -1240.6|

| 3- 4| 113317.0| -22146.1| 0.0| 553.1| -427.3| -2186.5|

| 8-12| 67135.2| -55236.3| 0.0| -4853.0| -1065.8| -1295.4|

| 9-15| 135290.7| -40626.1| 0.0| -4535.4| -783.9| -2610.5|

DEFORMAZIONI


| 1- 1|si | Cls | -0.12| 1.42| -0.13| 163.93| 36.97|

| 3- 4|si |Acc | 0.14| 0.37| -0.08| 102.11| 20.97|

| 8-12|si | Tz | -0.07| 0.63| -0.08| 40.94| 35.40|

| 9-15|si | Ty| 0.12| 0.51| -0.12| 55.66| 17.57|

-------------------------------------------------------------- PROGR. 996.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 1- 1| 47857.3| 47857.3| 0.0| -23928.7| 266.2| -1240.6|

| 8-12| 44756.8| -36824.2| 0.0| -4777.9| -1065.8| -1295.4|

| 9-15| 90193.8| -27084.1| 0.0| -4460.2| -783.9| -2610.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 151.22| 42.42|

| 8-12|si | Tz | -0.05| 0.74| -0.05| 37.77| 40.62|

| 9-15|si | Ty| -0.07| 0.57| -0.08| 51.35| 20.16|

-------------------------------------------------------------- PROGR. 1003.


Trasv. Z |N. 14|A 7.0|


SOLLECITAZIONI


| 1- 1| 47661.9| 47661.9| 0.0| -23831.0| 266.2| -1240.6|

| 8-12| 22378.4| -18412.1| 0.0| -4702.7| -1065.8| -1295.4|

| 9-15| 45096.9| -13542.0| 0.0| -4385.1| -783.9| -2610.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 125.80| 36.97|

| 8-12|si | Tz | -0.03| 1.03| -0.03| 31.42| 35.40|

| 9-15|si | Ty| -0.04| 0.78| -0.04| 42.72| 17.57|

-------------------------------------------------------------- PROGR. 1010.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 47466.6| 47466.6| 0.0| -23733.3| 266.2| -1240.6|

| 8-12| 9255.2| 9255.2| 0.0| -4627.6| -1065.8| -1295.4|

| 9-15| 8619.9| 8619.9| 0.0| -4309.9| -783.9| -2610.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 176.64| 42.42|

| 8-12|si | Tz | -0.02| 1.61| -0.02| 44.11| 40.62|

| 9-15|si | Ty| -0.02| 1.61| -0.02| 59.98| 20.16|



| 46| 0.| 518.| 12| 90|

| 111| 518.| 955.| 90| 278|




| 627| 955.| 1010.| 278| 42|


| Rett.| 0.| 1010.| 1010.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 4| 7277.5| 945963.7| 0.0| 31.0| 1610.6| -28.4|

| 8-13| -130614.0| 1173710.3| 0.0| -30615.5| 1942.9| 505.8|

| 9- 8| 563333.6| 420259.6| 0.0| -31816.1| 603.7| -2149.1|

| 9- 9| -572849.1| -158141.2| 0.0| -30054.2| -303.9| 2204.6|

DEFORMAZIONI


| 2- 4|si |Acc | 1.41| 0.30| -0.60| 28.12| 1777.70|

| 8-13|si | Tz | 1.08| 0.48| -1.00| 23.31| 99.86|

| 9- 8|si | Cls | 1.00| 0.51| -1.04| 75.04| 23.50|

| 9- 9|si | Ty| 0.83| 0.51| -0.85| 149.05| 22.91|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 4| 5991.8| 873083.4| 0.0| 31.0| 1610.6| -28.4|

| 8-13| -107724.4| 1085795.4| 0.0| -30418.7| 1942.9| 505.8|

| 8-14| 130669.2| 1086507.4| 0.0| -30947.0| 1913.5| -594.8|

| 9- 9| -473090.8| -144390.2| 0.0| -29857.4| -303.9| 2204.6|

DEFORMAZIONI


| 2- 4|si |Acc | 1.29| 0.30| -0.55| 28.12| 1539.58|

| 8-13|si | Tz | 0.93| 0.49| -0.89| 23.31| 86.48|

| 8-14|si | Cls | 0.97| 0.49| -0.93| 23.67| 73.54|

| 9- 9|si | Ty| 0.59| 0.55| -0.71| 149.05| 19.84|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 4706.0| 800203.1| 0.0| 31.0| 1610.6| -28.4|

| 8-13| -84834.9| 997880.5| 0.0| -30221.9| 1942.9| 505.8|

| 8-14| 103752.3| 999919.7| 0.0| -30750.2| 1913.5| -594.8|

| 9- 9| -373332.5| -130639.2| 0.0| -29660.5| -303.9| 2204.6|

DEFORMAZIONI


| 2- 4|si |Acc | 1.18| 0.30| -0.50| 11.32| 587.09|

| 8-13|si | Tz | 0.78| 0.51| -0.79| 9.38| 32.98|

| 8-14|si | Cls | 0.82| 0.50| -0.82| 9.53| 28.04|

| 9- 9|si | Ty| -0.47| 0.61| -0.56| 59.99| 7.57|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 3420.2| 727322.9| 0.0| 31.0| 1610.6| -28.4|

| 8-13| -61945.3| 909965.6| 0.0| -30025.0| 1942.9| 505.8|

| 8-14| 76835.4| 913332.1| 0.0| -30553.4| 1913.5| -594.8|

| 9- 9| -273574.2| -116888.2| 0.0| -29463.7| -303.9| 2204.6|

DEFORMAZIONI


| 2- 4|si |Acc | 1.07| 0.30| -0.45| 11.32| 587.09|

| 8-13|si | Tz | 0.63| 0.52| -0.69| 9.38| 32.98|

| 8-14|si | Cls | 0.67| 0.52| -0.72| 9.53| 28.04|

| 9- 9|si | Ty| -0.36| 0.72| -0.42| 59.99| 7.57|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 4| 2134.5| 654442.6| 0.0| 31.0| 1610.6| -28.4|

| 8-13| -59656.4| 822050.7| 0.0| -29828.2| 1942.9| 505.8|

| 8-14| 60713.0| 826744.5| 0.0| -30356.5| 1913.5| -594.8|

| 9- 9| -173815.9| -103137.2| 0.0| -29266.8| -303.9| 2204.6|

DEFORMAZIONI


| 2- 4|si |Acc | 0.97| 0.30| -0.41| 9.22| 825.21|

| 8-13|si | Tz | -0.56| 0.55| -0.63| 7.64| 46.35|

| 8-14|si | Cls | -0.56| 0.54| -0.63| 7.76| 39.42|

| 9- 9|si | Ty| -0.27| 0.90| -0.30| 48.86| 10.64|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 848.7| 581562.4| 0.0| 31.0| 1610.6| -28.4|




| 8-13| -59262.7| 734135.8| 0.0| -29631.3| 1942.9| 505.8|

| 8-14| 60319.4| 740156.8| 0.0| -30159.7| 1913.5| -594.8|

| 9- 9| -74057.6| -89386.1| 0.0| -29070.0| -303.9| 2204.6|

DEFORMAZIONI


| 2- 4|si |Acc | 0.86| 0.29| -0.36| 11.32| 825.21|

| 8-13|si | Tz | -0.50| 0.58| -0.56| 9.38| 46.35|

| 8-14|si | Cls | -0.50| 0.57| -0.57| 9.53| 39.42|

| 9- 9|si | Ty| -0.19| 1.23| -0.21| 59.99| 10.64|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 118340.9| 468751.0| 0.0| -59170.5| 809.8| 53.7|

| 2- 4| -437.1| 508682.1| 0.0| 31.0| 1610.6| -28.4|

| 8-13| 58869.0| 646220.9| 0.0| -29434.5| 1942.9| 505.8|

| 9- 9| 57746.3| -75635.1| 0.0| -28873.2| -303.9| 2204.6|

DEFORMAZIONI


| 1- 1|si | Cls | -0.50| 0.99| -0.53| 22.51| 310.85|

| 2- 4|si |Acc | 0.75| 0.29| -0.31| 11.32| 587.09|

| 8-13|si | Tz | -0.45| 0.62| -0.50| 9.38| 32.98|

| 9- 9|si | Ty| -0.18| 1.38| -0.19| 59.99| 7.57|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 117829.2| 432106.9| 0.0| -58914.6| 809.8| 53.7|

| 2- 4| -1722.8| 435801.9| 0.0| 31.0| 1610.6| -28.4|

| 8-13| 58475.3| 558306.0| 0.0| -29237.7| 1942.9| 505.8|

| 9- 9| 125459.0| -61884.1| 0.0| -28676.3| -303.9| 2204.6|

DEFORMAZIONI


| 1- 1|si | Cls | -0.48| 1.01| -0.52| 51.76| 815.16|

| 2- 4|si |Acc | 0.64| 0.29| -0.27| 26.02| 1539.58|

| 8-13|si | Tz | -0.39| 0.67| -0.43| 21.57| 86.48|

| 9- 9|si | Ty| -0.21| 1.07| -0.24| 137.92| 19.84|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 117317.4| 395462.9| 0.0| -58658.7| 809.8| 53.7|

| 2- 4| -3008.6| 362921.6| 0.0| 31.0| 1610.6| -28.4|

| 8-13| 58081.7| 470391.2| 0.0| -29040.8| 1942.9| 505.8|

| 9- 9| 225217.3| -56959.0| 0.0| -28479.5| -303.9| 2204.6|

DEFORMAZIONI


| 1- 1|si | Cls | -0.46| 1.00| -0.50| 55.93| 941.24|

| 2- 4|si |Acc | 0.54| 0.29| -0.22| 28.12| 1777.70|

| 8-13|si | Tz | -0.34| 0.74| -0.37| 23.31| 99.86|

| 9- 9|si | Ty| -0.29| 0.82| -0.33| 149.05| 22.91|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 3| -223269.7| -15165.4| 0.0| 806.3| 28.7| 1555.3|

| 8- 5| -70974.8| 448759.4| 0.0| -15389.6| 1163.3| 485.2|

| 9- 8| 241991.3| 202946.1| 0.0| -16705.5| 378.4| -1689.9|

| 9-10| -251678.9| 163229.0| 0.0| -14899.5| 443.1| 1747.8|

DEFORMAZIONI


| 3- 3|si |Acc | 0.54| 0.30| -0.24| 1575.79| 32.48|

| 8- 5|si | Tz | 0.34| 0.52| -0.37| 38.94| 104.12|

| 9- 8|si | Cls | -0.34| 0.55| -0.41| 119.70| 29.89|

| 9-10|si | Ty| 0.36| 0.52| -0.40| 102.22| 28.90|

-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -76518.2| 354226.8| 0.0| -38259.1| 743.8| 28.6|

| 8- 5| -44472.7| 385215.6| 0.0| -15152.0| 1163.3| 485.2|

| 9-10| -156203.0| 139022.4| 0.0| -14661.9| 443.1| 1747.8|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.27| 0.97| -0.29| 58.67| 1604.45|

| 8- 5|si | Tz | -0.20| 0.62| -0.22| 37.51| 94.52|

| 9-10|si | Ty| -0.17| 0.68| -0.20| 98.47| 26.24|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -75900.4| 313597.9| 0.0| -37950.2| 743.8| 28.6|

| 2- 4| 1210.5| 265366.3| 0.0| 31.6| 907.6| -19.8|

| 8- 5| -29828.7| 321671.8| 0.0| -14914.4| 1163.3| 485.2|

| 9-10| -60727.0| 114815.9| 0.0| -14424.3| 443.1| 1747.8|

DEFORMAZIONI


| 1- 1|si | Cls | -0.30| 0.98| -0.33| 24.51| 583.65|

| 2- 4|si |Acc | 0.38| 0.29| -0.16| 20.09| 844.40|

| 8- 5|si | Tz | -0.21| 0.62| -0.23| 15.67| 34.38|

| 9-10|si | Ty| -0.13| 0.87| -0.14| 41.14| 9.54|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI





| 1- 1| -75282.6| 272969.0| 0.0| -37641.3| 743.8| 28.6|

| 2- 4| 131.3| 215787.0| 0.0| 31.6| 907.6| -19.8|

| 8- 5| 29353.5| 258128.0| 0.0| -14676.7| 1163.3| 485.2|

| 9-10| 34749.0| 90609.3| 0.0| -14186.7| 443.1| 1747.8|

DEFORMAZIONI


| 1- 1|si | Cls | -0.28| 1.02| -0.31| 19.96| 820.38|

| 2- 4|si |Acc | 0.31| 0.29| -0.13| 16.36| 1186.88|

| 8- 5|si | Tz | -0.17| 0.70| -0.19| 12.76| 48.33|

| 9-10|si | Ty| -0.10| 1.03| -0.11| 33.51| 13.42|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -74664.7| 232340.1| 0.0| -37332.4| 743.8| 28.6|

| 3- 3| 116563.7| -21446.2| 0.0| 806.3| 28.7| 1555.3|

| 8- 5| 35033.6| 194584.2| 0.0| -14439.1| 1163.3| 485.2|

| 9-10| 130225.0| 66402.8| 0.0| -13949.1| 443.1| 1747.8|

DEFORMAZIONI


| 1- 1|si | Cls | -0.27| 1.07| -0.29| 24.51| 583.65|

| 3- 3|si |Acc | 0.30| 0.31| -0.13| 634.24| 10.73|

| 8- 5|si | Tz | -0.15| 0.79| -0.16| 15.67| 34.38|

| 9-10|si | Ty| -0.16| 0.71| -0.19| 41.14| 9.54|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 3| 201522.0| -23016.4| 0.0| 806.3| 28.7| 1555.3|

| 8- 5| 61535.7| 131040.4| 0.0| -14201.5| 1163.3| 485.2|

| 9- 8| -219568.5| 99594.2| 0.0| -15517.4| 378.4| -1689.9|

| 9-10| 225701.0| 42196.2| 0.0| -13711.4| 443.1| 1747.8|

DEFORMAZIONI


| 3- 3|si |Acc | 0.50| 0.31| -0.22| 634.24| 10.73|

| 8- 5|si | Tz | -0.14| 0.83| -0.15| 15.67| 34.38|

| 9- 8|si | Cls | -0.26| 0.57| -0.32| 48.18| 9.87|

| 9-10|si | Ty| 0.24| 0.54| -0.29| 41.14| 9.54|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 3| 286480.4| -24586.6| 0.0| 806.3| 28.7| 1555.3|

| 8- 5| 88037.8| 67496.6| 0.0| -13963.9| 1163.3| 485.2|

| 9- 8| -311880.5| 78923.9| 0.0| -15279.8| 378.4| -1689.9|

| 9-10| 321177.0| 26947.6| 0.0| -13473.8| 443.1| 1747.8|

DEFORMAZIONI


| 3- 3|si |Acc | 0.69| 0.31| -0.31| 634.24| 15.08|

| 8- 5|si | Tz | -0.13| 0.85| -0.14| 15.67| 48.33|

| 9- 8|si | Cls | 0.42| 0.49| -0.41| 48.18| 13.88|

| 9-10|si | Ty| 0.44| 0.46| -0.38| 41.14| 13.42|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 3| 371438.7| -26156.7| 0.0| 806.3| 28.7| 1555.3|

| 8- 5| 114539.9| 27452.5| 0.0| -13726.3| 1163.3| 485.2|

| 9- 8| -404192.4| 58253.5| 0.0| -15042.2| 378.4| -1689.9|

| 9-10| 416652.9| -26472.4| 0.0| -13236.2| 443.1| 1747.8|

DEFORMAZIONI


| 3- 3|si |Acc | 0.89| 0.31| -0.40| 1458.09| 28.13|

| 8- 5|si | Tz | -0.13| 0.80| -0.15| 36.03| 90.17|

| 9- 8|si | Cls | 0.62| 0.45| -0.50| 110.76| 25.89|

| 9-10|si | Ty| 0.66| 0.42| -0.49| 94.58| 25.03|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 3| 456397.1| -27726.9| 0.0| 806.3| 28.7| 1555.3|

| 8- 5| 141042.0| -59591.1| 0.0| -13488.7| 1163.3| 485.2|

| 9- 7| -497905.3| 63856.0| 0.0| -14855.7| -167.7| -1694.2|

| 9-10| 512128.9| -30423.4| 0.0| -12998.6| 443.1| 1747.8|

DEFORMAZIONI


| 3- 3|si |Acc | 1.09| 0.31| -0.50| 1575.79| 32.48|

| 8- 5|si | Tz | -0.17| 0.68| -0.20| 38.94| 104.12|

| 9- 7|si | Cls | 0.84| 0.42| -0.62| 270.15| 29.82|

| 9-10|si | Ty| 0.89| 0.40| -0.60| 102.22| 28.90|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -48512.0| 65653.0| 0.0| -24256.0| 475.1| 38.8|

| 3- 1| -25472.0| -80769.8| 0.0| 543.7| -584.4| 184.3|

| 9-10| -42513.6| -48936.0| 0.0| -5340.4| -354.1| 307.6|

| 9-15| 26467.2| 127853.3| 0.0| -6479.7| 925.1| -191.5|

DEFORMAZIONI


| 1- 1|si | Cls | -0.14| 1.00| -0.15| 95.35| 1302.68|

| 3- 1|si |Acc | 0.17| 0.33| -0.08| 77.50| 274.06|

| 9-10|si | Ty| -0.06| 0.71| -0.07| 127.92| 164.20|

| 9-15|si | Tz | -0.09| 0.63| -0.10| 48.96| 263.76|

-------------------------------------------------------------- PROGR. 962.





Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -48316.6| 57446.3| 0.0| -24158.3| 475.1| 38.8|

| 9-10| -37199.4| -42819.0| 0.0| -5265.3| -354.1| 307.6|

| 9-15| 23158.8| 111871.6| 0.0| -6404.6| 925.1| -191.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.12| 1.53| -0.12| 98.97| 1357.15|

| 9-10|si | Ty| -0.05| 0.80| -0.05| 132.78| 171.07|

| 9-15|si | Tz | -0.07| 0.72| -0.07| 50.82| 274.78|

-------------------------------------------------------------- PROGR. 968.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -48121.2| 49239.7| 0.0| -24060.6| 475.1| 38.8|

| 9-10| -31885.2| -36702.0| 0.0| -5190.2| -354.1| 307.6|

| 9-15| 19850.4| 95890.0| 0.0| -6329.4| 925.1| -191.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.59| -0.12| 98.97| 1357.15|

| 9-10|si | Ty| -0.04| 0.85| -0.05| 132.78| 171.07|

| 9-15|si | Tz | -0.06| 0.77| -0.06| 50.82| 274.78|

-------------------------------------------------------------- PROGR. 975.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -47925.9| 47925.9| 0.0| -23962.9| 475.1| 38.8|

| 9-10| -26571.0| -30585.0| 0.0| -5115.0| -354.1| 307.6|

| 9-15| 16542.0| 79908.3| 0.0| -6254.3| 925.1| -191.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 98.97| 1182.66|

| 9-10|si | Ty| -0.04| 0.92| -0.04| 132.78| 149.07|

| 9-15|si | Tz | -0.05| 0.84| -0.05| 50.82| 239.45|

-------------------------------------------------------------- PROGR. 982.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 1- 1| -47730.5| 47730.5| 0.0| -23865.2| 475.1| 38.8|

| 9-10| -21256.8| -24468.0| 0.0| -5039.9| -354.1| 307.6|

| 9-15| 13233.6| 63926.7| 0.0| -6179.1| 925.1| -191.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 106.09| 1357.15|

| 9-10|si | Ty| -0.03| 1.02| -0.04| 142.34| 171.07|

| 9-15|si | Tz | -0.04| 0.94| -0.05| 54.48| 274.78|

-------------------------------------------------------------- PROGR. 989.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -47535.1| 47535.1| 0.0| -23767.6| 475.1| 38.8|

| 9-10| -15942.6| -18351.0| 0.0| -4964.7| -354.1| 307.6|

| 9-15| 12207.9| 47945.0| 0.0| -6104.0| 925.1| -191.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 91.85| 1182.66|

| 9-10|si | Ty| -0.03| 1.17| -0.03| 123.23| 149.07|

| 9-15|si | Tz | -0.04| 1.04| -0.04| 47.17| 239.45|

-------------------------------------------------------------- PROGR. 996.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 1- 1| -47339.7| 47339.7| 0.0| -23669.9| 475.1| 38.8|

| 9-10| -10628.4| -12234.0| 0.0| -4889.6| -354.1| 307.6|

| 9-15| 12057.6| 31963.3| 0.0| -6028.8| 925.1| -191.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 84.73| 1357.15|

| 9-10|si | Ty| -0.02| 1.47| -0.03| 113.67| 171.07|

| 9-15|si | Tz | -0.03| 1.20| -0.04| 43.51| 274.78|

-------------------------------------------------------------- PROGR. 1003.


Trasv. Z |N. 14|A 7.0|


SOLLECITAZIONI


| 1- 1| -47144.3| 47144.3| 0.0| -23572.2| 475.1| 38.8|

| 9-10| -9628.8| -9628.8| 0.0| -4814.4| -354.1| 307.6|

| 9-15| 11907.3| 15981.7| 0.0| -5953.7| 925.1| -191.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 70.49| 1182.66|

| 9-10|si | Ty| -0.02| 1.61| -0.02| 94.56| 149.07|

| 9-15|si | Tz | -0.03| 1.49| -0.03| 36.19| 239.45|

-------------------------------------------------------------- PROGR. 1010.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 46949.0| 46949.0| 0.0| -23474.5| 475.1| 38.8|

| 9-10| 9478.5| 9478.5| 0.0| -4739.3| -354.1| 307.6|

| 9-15| 11757.1| 11757.1| 0.0| -5878.5| 925.1| -191.5|

DEFORMAZIONI





| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 98.97| 1357.15|

| 9-10|si | Ty| -0.02| 1.61| -0.02| 132.78| 171.07|

| 9-15|si | Tz | -0.03| 1.61| -0.03| 50.82| 274.78|



| 47| 0.| 518.| 14| 89|

| 110| 518.| 955.| 89| 277|

| 626| 955.| 1010.| 277| 43|


| Rett.| 0.| 1010.| 1010.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 2| -6095.9| 943852.9| 0.0| 47.1| 1611.6| 24.2|

| 8- 8| 126698.6| 1168065.8| 0.0| -30654.8| 1938.7| -487.1|

| 9- 7| 568007.5| -160174.2| 0.0| -30097.4| -308.8| -2183.3|

| 9-10| -569436.2| 415188.9| 0.0| -31897.8| 597.2| 2177.2|

DEFORMAZIONI


| 2- 2|si |Acc | 1.40| 0.30| -0.60| 28.11| 2089.18|

| 8- 8|si | Tz | 1.07| 0.48| -0.99| 23.36| 103.71|

| 9- 7|si | Ty| 0.82| 0.51| -0.85| 146.69| 23.14|

| 9-10|si | Cls | 1.01| 0.51| -1.05| 75.85| 23.20|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 2| -5001.9| 870929.7| 0.0| 47.1| 1611.6| 24.2|

| 8- 7| -134146.7| 1080615.0| 0.0| -30998.3| 1908.6| 616.1|

| 8- 8| 104658.6| 1080339.6| 0.0| -30458.0| 1938.7| -487.1|

| 9- 7| 469211.3| -146201.7| 0.0| -29900.6| -308.8| -2183.3|

DEFORMAZIONI


| 2- 2|si |Acc | 1.29| 0.30| -0.55| 28.11| 1809.33|

| 8- 7|si | Cls | 0.97| 0.49| -0.93| 23.73| 71.00|

| 8- 8|si | Tz | 0.91| 0.49| -0.88| 23.36| 89.82|

| 9- 7|si | Ty| 0.58| 0.55| -0.70| 146.69| 20.04|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| -3907.8| 798006.6| 0.0| 47.1| 1611.6| 24.2|

| 8- 7| -106266.3| 994250.2| 0.0| -30801.4| 1908.6| 616.1|

| 8- 8| 82618.6| 992613.4| 0.0| -30261.1| 1938.7| -487.1|

| 9- 7| 370415.2| -132229.2| 0.0| -29703.7| -308.8| -2183.3|

DEFORMAZIONI


| 2- 2|si |Acc | 1.18| 0.30| -0.50| 11.31| 689.95|

| 8- 7|si | Cls | 0.81| 0.50| -0.82| 9.55| 27.07|

| 8- 8|si | Tz | 0.77| 0.51| -0.79| 9.40| 34.25|

| 9- 7|si | Ty| -0.46| 0.61| -0.56| 59.04| 7.64|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| -2813.7| 725083.5| 0.0| 47.1| 1611.6| 24.2|

| 8- 7| -78385.9| 907885.4| 0.0| -30604.6| 1908.6| 616.1|

| 8- 8| 60578.6| 904887.1| 0.0| -30064.3| 1938.7| -487.1|

| 9- 7| 271619.0| -118256.8| 0.0| -29506.9| -308.8| -2183.3|

DEFORMAZIONI


| 2- 2|si |Acc | 1.07| 0.30| -0.45| 11.31| 689.95|

| 8- 7|si | Cls | 0.66| 0.52| -0.72| 9.55| 27.07|

| 8- 8|si | Tz | 0.62| 0.53| -0.69| 9.40| 34.25|

| 9- 7|si | Ty| -0.36| 0.72| -0.42| 59.04| 7.64|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 2| -1719.6| 652160.4| 0.0| 47.1| 1611.6| 24.2|

| 8- 7| -60815.5| 821520.6| 0.0| -30407.7| 1908.6| 616.1|

| 8- 8| 59734.9| 817160.9| 0.0| -29867.4| 1938.7| -487.1|

| 9- 7| 172822.8| -104284.3| 0.0| -29310.1| -308.8| -2183.3|

DEFORMAZIONI


| 2- 2|si |Acc | 0.96| 0.30| -0.40| 9.21| 969.80|

| 8- 7|si | Cls | -0.56| 0.54| -0.63| 7.78| 38.06|




| 8- 8|si | Tz | -0.55| 0.55| -0.62| 7.66| 48.14|

| 9- 7|si | Ty| -0.27| 0.90| -0.30| 48.09| 10.74|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| -625.6| 579237.3| 0.0| 47.1| 1611.6| 24.2|

| 8- 7| -60421.8| 735155.9| 0.0| -30210.9| 1908.6| 616.1|

| 8- 8| 59341.2| 729434.7| 0.0| -29670.6| 1938.7| -487.1|

| 9- 7| 74026.6| -90311.8| 0.0| -29113.2| -308.8| -2183.3|

DEFORMAZIONI


| 2- 2|si |Acc | 0.85| 0.29| -0.36| 11.31| 969.80|

| 8- 7|si | Cls | -0.50| 0.57| -0.56| 9.55| 38.06|

| 8- 8|si | Tz | -0.50| 0.58| -0.56| 9.40| 48.14|

| 9- 7|si | Ty| -0.19| 1.23| -0.21| 59.04| 10.74|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -118473.6| 465154.2| 0.0| -59236.8| 800.1| -22.0|

| 2- 2| 468.5| 506314.1| 0.0| 47.1| 1611.6| 24.2|

| 8- 8| -58947.5| 641708.5| 0.0| -29473.8| 1938.7| -487.1|

| 9- 7| -57832.8| -76339.3| 0.0| -28916.4| -308.8| -2183.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.49| 0.99| -0.53| 22.79| 758.15|

| 2- 2|si |Acc | 0.74| 0.29| -0.31| 11.31| 689.95|

| 8- 8|si | Tz | -0.44| 0.62| -0.49| 9.40| 34.25|

| 9- 7|si | Ty| -0.18| 1.38| -0.19| 59.04| 7.64|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -117961.8| 428948.6| 0.0| -58980.9| 800.1| -22.0|

| 2- 2| 1562.6| 433391.0| 0.0| 47.1| 1611.6| 24.2|

| 8- 8| -58553.9| 553982.2| 0.0| -29276.9| 1938.7| -487.1|

| 9- 7| -123565.7| -62366.8| 0.0| -28719.5| -308.8| -2183.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.48| 1.02| -0.52| 52.38| 1988.17|

| 2- 2|si |Acc | 0.64| 0.29| -0.27| 26.01| 1809.33|

| 8- 8|si | Tz | -0.39| 0.68| -0.43| 21.62| 89.82|

| 9- 7|si | Ty| -0.21| 1.07| -0.23| 135.73| 20.04|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -117450.1| 392743.0| 0.0| -58725.0| 800.1| -22.0|

| 2- 2| 2656.6| 360467.9| 0.0| 47.1| 1611.6| 24.2|

| 8- 8| -58160.2| 466256.0| 0.0| -29080.1| 1938.7| -487.1|

| 9- 7| -222361.9| -57045.4| 0.0| -28522.7| -308.8| -2183.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.46| 1.00| -0.50| 56.61| 2295.67|

| 2- 2|si |Acc | 0.53| 0.29| -0.22| 28.11| 2089.18|

| 8- 8|si | Tz | -0.34| 0.74| -0.37| 23.36| 103.71|

| 9- 7|si | Ty| -0.28| 0.82| -0.32| 146.69| 23.14|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 2| 222694.1| -14701.6| 0.0| 828.3| 29.3| -1554.5|

| 8-16| 72688.8| 445634.9| 0.0| -15431.6| 1161.1| -490.0|

| 9- 8| 252367.8| 161756.7| 0.0| -14935.2| 439.2| -1748.3|

| 9-10| -240026.2| 200153.4| 0.0| -16789.5| 372.8| 1687.7|

DEFORMAZIONI


| 3- 2|si |Acc | 0.54| 0.30| -0.24| 1543.44| 32.49|

| 8-16|si | Tz | 0.33| 0.53| -0.37| 39.01| 103.09|

| 9- 8|si | Ty| 0.36| 0.52| -0.40| 103.14| 28.89|

| 9-10|si | Cls | -0.34| 0.55| -0.41| 121.51| 29.93|

-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 76655.6| 351839.6| 0.0| -38327.8| 736.0| -3.7|

| 8-16| 45923.6| 382209.5| 0.0| -15193.9| 1161.1| -490.0|

| 9- 8| 156864.3| 137768.1| 0.0| -14697.6| 439.2| -1748.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.27| 0.97| -0.29| 59.29| 12481.93|

| 8-16|si | Tz | -0.20| 0.62| -0.22| 37.58| 93.59|

| 9- 8|si | Ty| -0.17| 0.68| -0.20| 99.36| 26.23|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 76037.8| 311636.3| 0.0| -38018.9| 736.0| -3.7|

| 2- 2| -1008.2| 262637.8| 0.0| 48.0| 909.7| 14.9|

| 8-16| 29912.6| 318784.0| 0.0| -14956.3| 1161.1| -490.0|

| 9- 8| 61360.9| 113779.5| 0.0| -14460.0| 439.2| -1748.3|

DEFORMAZIONI





| 1- 1|si | Cls | -0.30| 0.98| -0.32| 24.77| 4540.53|

| 2- 2|si |Acc | 0.38| 0.29| -0.16| 20.04| 1120.61|

| 8-16|si | Tz | -0.21| 0.62| -0.23| 15.70| 34.05|

| 9- 8|si | Ty| -0.13| 0.87| -0.14| 41.51| 9.54|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| 75420.0| 271433.1| 0.0| -37710.0| 736.0| -3.7|

| 2- 2| -195.0| 212947.4| 0.0| 48.0| 909.7| 14.9|

| 8-16| -29437.4| 255358.6| 0.0| -14718.7| 1161.1| -490.0|

| 9- 8| -34142.6| 89790.8| 0.0| -14222.4| 439.2| -1748.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.28| 1.02| -0.31| 20.17| 6382.16|

| 2- 2|si |Acc | 0.31| 0.29| -0.13| 16.32| 1575.13|

| 8-16|si | Tz | -0.17| 0.71| -0.19| 12.79| 47.86|

| 9- 8|si | Ty| -0.10| 1.04| -0.11| 33.81| 13.41|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 74802.2| 231229.9| 0.0| -37401.1| 736.0| -3.7|

| 3- 2| -116974.9| -21113.9| 0.0| 828.3| 29.3| -1554.5|

| 8-16| -34372.3| 191933.1| 0.0| -14481.1| 1161.1| -490.0|

| 9- 8| -129646.1| 65802.2| 0.0| -13984.8| 439.2| -1748.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.27| 1.08| -0.29| 24.77| 4540.53|

| 3- 2|si |Acc | 0.30| 0.30| -0.13| 621.22| 10.73|

| 8-16|si | Tz | -0.14| 0.80| -0.16| 15.70| 34.05|

| 9- 8|si | Ty| -0.16| 0.72| -0.19| 41.51| 9.54|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 2| -201892.2| -22717.0| 0.0| 828.3| 29.3| -1554.5|

| 8-16| -61137.5| 128507.7| 0.0| -14243.5| 1161.1| -490.0|

| 9- 8| -225149.5| 41813.6| 0.0| -13747.1| 439.2| -1748.3|

| 9-10| 220933.5| 98338.0| 0.0| -15601.4| 372.8| 1687.7|

DEFORMAZIONI


| 3- 2|si |Acc | 0.50| 0.31| -0.22| 621.22| 10.73|

| 8-16|si | Tz | -0.13| 0.83| -0.15| 15.70| 34.05|

| 9- 8|si | Ty| 0.24| 0.54| -0.29| 41.51| 9.54|

| 9-10|si | Cls | -0.26| 0.57| -0.32| 48.91| 9.88|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 2| -286809.4| -24320.1| 0.0| 828.3| 29.3| -1554.5|

| 8-16| -87902.8| 65082.2| 0.0| -14005.8| 1161.1| -490.0|

| 9- 8| -320653.0| 27019.0| 0.0| -13509.5| 439.2| -1748.3|

| 9-10| 313125.5| 77975.0| 0.0| -15363.8| 372.8| 1687.7|

DEFORMAZIONI


| 3- 2|si |Acc | 0.69| 0.31| -0.31| 621.22| 15.08|

| 8-16|si | Tz | -0.13| 0.86| -0.14| 15.70| 47.86|

| 9- 8|si | Ty| 0.44| 0.46| -0.38| 41.51| 13.41|

| 9-10|si | Cls | 0.42| 0.49| -0.41| 48.91| 13.89|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 2| -371726.7| -25923.2| 0.0| 828.3| 29.3| -1554.5|

| 8-16| -114668.1| 27536.5| 0.0| -13768.2| 1161.1| -490.0|

| 9- 8| -416156.5| -26543.8| 0.0| -13271.9| 439.2| -1748.3|

| 9- 9| 407158.0| 55845.1| 0.0| -15187.0| -174.8| 1694.9|

DEFORMAZIONI


| 3- 2|si |Acc | 0.89| 0.31| -0.40| 1428.16| 28.14|

| 8-16|si | Tz | -0.13| 0.81| -0.15| 36.10| 89.28|

| 9- 8|si | Ty| 0.66| 0.43| -0.49| 95.44| 25.02|

| 9- 9|si | Cls | 0.62| 0.45| -0.51| 239.74| 25.81|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 2| -456643.9| -27526.3| 0.0| 828.3| 29.3| -1554.5|

| 8-16| -141433.3| -61768.7| 0.0| -13530.6| 1161.1| -490.0|

| 9- 8| -511659.9| -30152.2| 0.0| -13034.3| 439.2| -1748.3|

| 9- 9| 499739.5| 65395.1| 0.0| -14949.3| -174.8| 1694.9|

DEFORMAZIONI


| 3- 2|si |Acc | 1.09| 0.31| -0.50| 1543.44| 32.49|

| 8-16|si | Tz | -0.17| 0.68| -0.20| 39.01| 103.09|

| 9- 8|si | Ty| 0.89| 0.40| -0.60| 103.14| 28.89|

| 9- 9|si | Cls | 0.84| 0.42| -0.62| 259.09| 29.80|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 48517.6| 66853.9| 0.0| -24258.8| 483.7| -38.1|

| 3- 4| 25473.9| -80493.4| 0.0| 543.4| -582.4| -184.3|




| 9- 1| -26575.5| 130173.1| 0.0| -6487.2| 941.9| 192.3|

| 9- 8| 42447.8| -48336.0| 0.0| -5342.9| -349.8| -307.1|

DEFORMAZIONI


| 1- 1|si | Cls | -0.14| 1.00| -0.15| 93.64| 1326.48|

| 3- 4|si |Acc | 0.16| 0.33| -0.08| 77.77| 274.04|

| 9- 1|si | Tz | -0.09| 0.63| -0.11| 48.09| 262.68|

| 9- 8|si | Ty| -0.06| 0.72| -0.07| 129.51| 164.46|

-------------------------------------------------------------- PROGR. 962.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 48322.2| 58497.2| 0.0| -24161.1| 483.7| -38.1|

| 9- 1| -23253.5| 113901.5| 0.0| -6412.0| 941.9| 192.3|

| 9- 8| 37141.8| -42294.0| 0.0| -5267.7| -349.8| -307.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.12| 1.52| -0.12| 97.19| 1381.94|

| 9- 1|si | Tz | -0.07| 0.72| -0.07| 49.92| 273.66|

| 9- 8|si | Ty| -0.05| 0.80| -0.05| 134.43| 171.33|

-------------------------------------------------------------- PROGR. 968.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 48126.8| 50140.4| 0.0| -24063.4| 483.7| -38.1|

| 9- 1| -19931.6| 97629.8| 0.0| -6336.9| 941.9| 192.3|

| 9- 8| 31835.8| -36252.0| 0.0| -5192.6| -349.8| -307.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.58| -0.12| 97.19| 1381.94|

| 9- 1|si | Tz | -0.06| 0.77| -0.06| 49.92| 273.66|

| 9- 8|si | Ty| -0.04| 0.86| -0.05| 134.43| 171.33|

-------------------------------------------------------------- PROGR. 975.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 47931.4| 47931.4| 0.0| -23965.7| 483.7| -38.1|

| 9- 1| -16609.7| 81358.2| 0.0| -6261.7| 941.9| 192.3|

| 9- 8| 26529.9| -30210.0| 0.0| -5117.5| -349.8| -307.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 97.19| 1204.26|

| 9- 1|si | Tz | -0.05| 0.84| -0.06| 49.92| 238.48|

| 9- 8|si | Ty| -0.04| 0.93| -0.04| 134.43| 149.31|

-------------------------------------------------------------- PROGR. 982.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 1- 1| 47736.1| 47736.1| 0.0| -23868.0| 483.7| -38.1|

| 9- 1| -13287.7| 65086.6| 0.0| -6186.6| 941.9| 192.3|

| 9- 8| 21223.9| -24168.0| 0.0| -5042.3| -349.8| -307.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 104.19| 1381.94|

| 9- 1|si | Tz | -0.04| 0.93| -0.05| 53.51| 273.66|

| 9- 8|si | Ty| -0.03| 1.02| -0.04| 144.10| 171.33|

-------------------------------------------------------------- PROGR. 989.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 47540.7| 47540.7| 0.0| -23770.3| 483.7| -38.1|

| 9- 1| -12222.9| 48814.9| 0.0| -6111.4| 941.9| 192.3|

| 9- 8| 15917.9| -18126.0| 0.0| -4967.2| -349.8| -307.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 90.20| 1204.26|

| 9- 1|si | Tz | -0.04| 1.04| -0.04| 46.32| 238.48|

| 9- 8|si | Ty| -0.03| 1.18| -0.03| 124.76| 149.31|

-------------------------------------------------------------- PROGR. 996.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 1- 1| 47345.3| 47345.3| 0.0| -23672.6| 483.7| -38.1|

| 9- 1| -12072.6| 32543.3| 0.0| -6036.3| 941.9| 192.3|

| 9- 8| 10611.9| -12084.0| 0.0| -4892.0| -349.8| -307.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 83.21| 1381.94|

| 9- 1|si | Tz | -0.03| 1.19| -0.04| 42.73| 273.66|

| 9- 8|si | Ty| -0.02| 1.48| -0.03| 115.08| 171.33|

-------------------------------------------------------------- PROGR. 1003.


Trasv. Z |N. 14|A 7.0|


SOLLECITAZIONI


| 1- 1| 47149.9| 47149.9| 0.0| -23575.0| 483.7| -38.1|

| 9- 1| -11922.3| 16271.6| 0.0| -5961.1| 941.9| 192.3|

| 9- 8| 9633.7| -9633.7| 0.0| -4816.9| -349.8| -307.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 69.22| 1204.26|

| 9- 1|si | Tz | -0.03| 1.48| -0.03| 35.55| 238.48|

| 9- 8|si | Ty| -0.02| 1.61| -0.02| 95.74| 149.31|

-------------------------------------------------------------- PROGR. 1010.





Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 46954.5| 46954.5| 0.0| -23477.3| 483.7| -38.1|

| 9- 1| 11772.0| 11772.0| 0.0| -5886.0| 941.9| 192.3|

| 9- 8| 9483.4| 9483.4| 0.0| -4741.7| -349.8| -307.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 97.19| 1381.94|

| 9- 1|si | Tz | -0.03| 1.61| -0.03| 49.92| 273.66|

| 9- 8|si | Ty| -0.02| 1.61| -0.02| 134.43| 171.33|



| 48| 0.| 518.| 16| 88|

| 107| 518.| 955.| 88| 276|

| 625| 955.| 1010.| 276| 44|


| Rett.| 0.| 1010.| 1010.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 3| 6155.3| -884303.3| 0.0| 125.5| -1440.8| -19.0|

| 8- 5| -186970.6| 1104629.8| 0.0| -32856.6| 1773.8| 910.7|

| 9- 9| -609430.0| -91159.6| 0.0| -31851.0| -165.0| 2519.3|

| 9-10| -609199.6| 414078.3| 0.0| -31943.1| 644.8| 2516.0|

DEFORMAZIONI


| 2- 3|si |Acc | 1.32| 0.30| -0.56| 31.44| 2657.53|

| 8- 5|si | Tz | 1.01| 0.50| -1.03| 25.54| 55.46|

| 9- 9|si | Ty| 0.84| 0.51| -0.86| 274.48| 20.05|

| 9-10|si | Cls | 1.09| 0.50| -1.11| 70.24| 20.08|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 3| 5295.2| -819105.4| 0.0| 125.5| -1440.8| -19.0|

| 8- 5| -145760.2| 1024363.5| 0.0| -32659.8| 1773.8| 910.7|

| 8- 7| -162081.2| 1028109.3| 0.0| -32666.6| 1767.0| 986.8|

| 9- 9| -495431.7| -83692.3| 0.0| -31654.1| -165.0| 2519.3|

DEFORMAZIONI


| 2- 3|si |Acc | 1.22| 0.30| -0.52| 31.44| 2301.55|

| 8- 5|si | Tz | 0.84| 0.52| -0.90| 25.54| 48.04|

| 8- 7|si | Cls | 0.90| 0.51| -0.93| 25.63| 44.33|

| 9- 9|si | Ty| 0.57| 0.55| -0.70| 274.48| 17.36|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 3| 4435.2| -753907.6| 0.0| 125.5| -1440.8| -19.0|

| 8- 5| -104549.9| 944097.1| 0.0| -32462.9| 1773.8| 910.7|

| 8- 7| -117428.3| 948154.1| 0.0| -32469.8| 1767.0| 986.8|

| 9- 9| -381433.4| -76224.9| 0.0| -31457.3| -165.0| 2519.3|

DEFORMAZIONI


| 2- 3|si |Acc | 1.12| 0.30| -0.47| 12.65| 877.65|

| 8- 5|si | Tz | -0.69| 0.53| -0.78| 10.28| 18.32|

| 8- 7|si | Cls | 0.73| 0.52| -0.80| 10.32| 16.91|

| 9- 9|si | Ty| -0.45| 0.63| -0.54| 110.48| 6.62|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 3| 3575.1| -688709.7| 0.0| 125.5| -1440.8| -19.0|

| 8- 5| -64532.2| 863830.8| 0.0| -32266.1| 1773.8| 910.7|

| 8- 7| -72775.4| 868198.9| 0.0| -32272.9| 1767.0| 986.8|

| 9- 9| -267435.1| -68757.6| 0.0| -31260.5| -165.0| 2519.3|

DEFORMAZIONI


| 2- 3|si |Acc | 1.02| 0.30| -0.43| 12.65| 877.65|

| 8- 5|si | Tz | -0.59| 0.56| -0.66| 10.28| 18.32|

| 8- 7|si | Cls | -0.60| 0.54| -0.68| 10.32| 16.91|

| 9- 9|si | Ty| -0.34| 0.77| -0.39| 110.48| 6.62|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI





| 2- 3| 2715.0| -623511.8| 0.0| 125.5| -1440.8| -19.0|

| 8- 5| -64138.5| 783564.4| 0.0| -32069.3| 1773.8| 910.7|

| 8- 8| 65395.6| 786976.6| 0.0| -32697.8| 1737.2| -95.4|

| 9- 9| -153436.8| -62127.2| 0.0| -31063.6| -165.0| 2519.3|

DEFORMAZIONI


| 2- 3|si |Acc | 0.92| 0.30| -0.39| 10.31| 1233.63|

| 8- 5|si | Tz | -0.54| 0.59| -0.60| 8.37| 25.75|

| 8- 8|si | Cls | -0.54| 0.58| -0.61| 8.55| 245.81|

| 9- 9|si | Ty| -0.24| 1.02| -0.27| 89.98| 9.31|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 126048.9| 528257.2| 0.0| -63024.4| 806.3| 578.2|

| 2- 3| 1854.9| -558314.0| 0.0| 125.5| -1440.8| -19.0|

| 8- 5| 63744.9| 703298.1| 0.0| -31872.4| 1773.8| 910.7|

| 9- 9| -61733.6| -61733.6| 0.0| -30866.8| -165.0| 2519.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.54| 0.97| -0.59| 22.61| 40.55|

| 2- 3|si |Acc | 0.83| 0.29| -0.34| 12.65| 1233.63|

| 8- 5|si | Tz | -0.49| 0.62| -0.54| 10.28| 25.75|

| 9- 9|si | Ty| -0.18| 1.47| -0.19| 110.48| 9.31|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 125537.1| 491772.4| 0.0| -62768.5| 806.3| 578.2|

| 2- 3| 994.8| -493116.1| 0.0| 125.5| -1440.8| -19.0|

| 8- 5| 63351.2| 623031.7| 0.0| -31675.6| 1773.8| 910.7|

| 9- 9| 74559.7| -61339.9| 0.0| -30669.9| -165.0| 2519.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.53| 0.99| -0.57| 22.61| 28.85|

| 2- 3|si |Acc | 0.73| 0.29| -0.30| 12.65| 877.65|

| 8- 5|si | Tz | -0.44| 0.66| -0.49| 10.28| 18.32|

| 9- 9|si | Ty| -0.19| 1.36| -0.20| 110.48| 6.62|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 125025.3| 455287.5| 0.0| -62512.7| 806.3| 578.2|

| 2- 3| 251.0| -427918.2| 0.0| 125.5| -1440.8| -19.0|

| 8- 5| 101501.8| 542765.4| 0.0| -31478.8| 1773.8| 910.7|

| 9- 9| 188558.0| -60946.2| 0.0| -30473.1| -165.0| 2519.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.51| 1.01| -0.55| 51.98| 75.66|

| 2- 3|si |Acc | 0.63| 0.29| -0.26| 29.09| 2301.55|

| 8- 5|si | Tz | -0.43| 0.69| -0.47| 23.63| 48.04|

| 9- 9|si | Ty| -0.27| 0.93| -0.30| 253.98| 17.36|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 141258.5| 418802.7| 0.0| -62256.8| 806.3| 578.2|

| 2- 3| -725.4| -362720.4| 0.0| 125.5| -1440.8| -19.0|

| 8- 5| 142712.2| 462499.0| 0.0| -31281.9| 1773.8| 910.7|

| 9- 9| 302556.3| -60552.5| 0.0| -30276.3| -165.0| 2519.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.51| 1.00| -0.55| 56.18| 87.36|

| 2- 3|si |Acc | 0.54| 0.29| -0.22| 31.44| 2657.53|

| 8- 5|si | Tz | -0.42| 0.70| -0.47| 25.54| 55.46|

| 9- 9|si | Ty| -0.36| 0.71| -0.43| 274.48| 20.05|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 3| 5339.8| -368003.3| 0.0| 128.1| -792.7| -44.2|

| 8- 5| -143439.4| 470425.0| 0.0| -16548.2| 1067.6| 739.8|

| 8- 7| -149627.0| 476540.8| 0.0| -16566.8| 1065.7| 791.0|

| 9-10| -295064.0| 184587.2| 0.0| -15901.6| 464.5| 1824.3|

DEFORMAZIONI


| 2- 3|si |Acc | 0.54| 0.30| -0.23| 57.14| 1143.50|

| 8- 5|si | Tz | 0.44| 0.52| -0.47| 42.43| 68.28|

| 8- 7|si | Cls | 0.45| 0.52| -0.49| 42.50| 63.86|

| 9-10|si | Ty| 0.45| 0.51| -0.47| 97.52| 27.69|

-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -98711.1| 379691.9| 0.0| -39941.8| 921.9| 423.3|

| 8- 5| -103027.0| 412105.4| 0.0| -16310.5| 1067.6| 739.8|

| 9-10| -195410.6| 159214.0| 0.0| -15664.0| 464.5| 1824.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.29| 0.93| -0.32| 47.33| 108.35|

| 8- 5|si | Tz | -0.25| 0.60| -0.28| 40.87| 61.99|

| 9-10|si | Ty| -0.21| 0.64| -0.24| 93.94| 25.14|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|





SOLLECITAZIONI


| 1- 1| -79265.8| 329332.5| 0.0| -39632.9| 921.9| 423.3|

| 2- 3| 513.8| -281403.3| 0.0| 128.1| -792.7| -44.2|

| 8- 5| -62614.7| 353785.8| 0.0| -16072.9| 1067.6| 739.8|

| 9-10| -95757.1| 133840.9| 0.0| -15426.4| 464.5| 1824.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.32| 0.98| -0.34| 19.78| 39.41|

| 2- 3|si |Acc | 0.41| 0.29| -0.17| 23.00| 377.64|

| 8- 5|si | Tz | -0.26| 0.60| -0.29| 17.08| 22.55|

| 9-10|si | Ty| -0.17| 0.76| -0.19| 39.25| 9.14|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -78648.0| 278973.1| 0.0| -39324.0| 921.9| 423.3|

| 2- 3| -1899.2| -238103.3| 0.0| 128.1| -792.7| -44.2|

| 8- 5| -31670.6| 295466.2| 0.0| -15835.3| 1067.6| 739.8|

| 9-10| 30377.6| 108467.7| 0.0| -15188.8| 464.5| 1824.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.30| 1.03| -0.32| 16.11| 55.40|

| 2- 3|si |Acc | 0.35| 0.29| -0.14| 18.73| 530.81|

| 8- 5|si | Tz | -0.20| 0.68| -0.22| 13.91| 31.69|

| 9-10|si | Ty| -0.11| 1.03| -0.12| 31.97| 12.85|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -78030.2| 228613.7| 0.0| -39015.1| 921.9| 423.3|

| 2- 1| -3002.3| -197137.0| 0.0| 176.2| -695.1| -13.4|

| 8- 5| 31195.4| 237146.6| 0.0| -15597.7| 1067.6| 739.8|

| 9-10| 103549.7| 83094.6| 0.0| -14951.2| 464.5| 1824.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.28| 1.09| -0.30| 19.78| 39.41|

| 2- 1|si |Acc | 0.29| 0.29| -0.12| 26.23| 1249.31|

| 8- 5|si | Tz | -0.17| 0.76| -0.18| 17.08| 22.55|

| 9-10|si | Ty| -0.15| 0.80| -0.17| 39.25| 9.14|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -77412.4| 178254.4| 0.0| -38706.2| 921.9| 423.3|

| 3- 3| 177696.2| -8185.6| 0.0| 703.3| 41.2| 1335.8|

| 8- 5| 58622.3| 178827.0| 0.0| -15360.1| 1067.6| 739.8|

| 9-10| 203203.1| 57721.4| 0.0| -14713.5| 464.5| 1824.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.26| 1.18| -0.28| 19.78| 39.41|

| 3- 3|si |Acc | 0.43| 0.30| -0.18| 442.73| 12.49|

| 8- 5|si | Tz | -0.16| 0.79| -0.18| 17.08| 22.55|

| 9-10|si | Ty| -0.22| 0.59| -0.27| 39.25| 9.14|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 3| 250662.6| -10435.0| 0.0| 703.3| 41.2| 1335.8|

| 8- 5| 99034.6| 120507.4| 0.0| -15122.5| 1067.6| 739.8|

| 9-10| 302856.5| 32348.2| 0.0| -14475.9| 464.5| 1824.3|

| 9-12| 301453.4| 36246.4| 0.0| -14490.4| 435.2| 1815.1|

DEFORMAZIONI


| 3- 3|si |Acc | 0.60| 0.30| -0.26| 442.73| 17.55|

| 8- 5|si | Tz | -0.16| 0.77| -0.18| 17.08| 31.69|

| 9-10|si | Ty| 0.39| 0.49| -0.37| 39.25| 12.85|

| 9-12|si | Cls | 0.39| 0.49| -0.37| 41.89| 12.92|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 3| 323629.1| -12684.4| 0.0| 703.3| 41.2| 1335.8|

| 8- 5| 139447.0| 62187.8| 0.0| -14884.8| 1067.6| 739.8|

| 9- 9| 397487.4| -37464.2| 0.0| -14147.0| 18.2| 1807.1|

| 9-10| 402510.0| 28476.6| 0.0| -14238.3| 464.5| 1824.3|

DEFORMAZIONI


| 3- 3|si |Acc | 0.77| 0.31| -0.34| 1017.83| 32.75|

| 8- 5|si | Tz | -0.17| 0.72| -0.20| 39.26| 59.13|

| 9- 9|si | Cls | 0.61| 0.44| -0.48| 2307.49| 24.21|

| 9-10|si | Ty| 0.61| 0.44| -0.48| 90.23| 23.98|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 3| 396595.6| -14933.7| 0.0| 703.3| 41.2| 1335.8|

| 8- 5| 179859.3| 29294.4| 0.0| -14647.2| 1067.6| 739.8|

| 9- 9| 496198.1| -38456.3| 0.0| -13909.4| 18.2| 1807.1|

| 9-10| 502163.4| -28001.4| 0.0| -14000.7| 464.5| 1824.3|

DEFORMAZIONI


| 3- 3|si |Acc | 0.94| 0.31| -0.42| 1099.99| 37.82|

| 8- 5|si | Tz | -0.19| 0.63| -0.23| 42.43| 68.28|

| 9- 9|si | Cls | 0.84| 0.41| -0.59| 2493.75| 27.95|




| 9-10|si | Ty| 0.84| 0.41| -0.59| 97.52| 27.69|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 1| -188815.8| -148887.8| 0.0| -5211.1| -1077.3| 1366.3|

| 9- 1| -365179.0| -109668.9| 0.0| -4903.8| -793.6| 2642.4|

DEFORMAZIONI


| 8- 1|si | Tz | 0.40| 0.43| -0.31| 42.04| 36.97|

| 9- 1|si |AccCls Ty| 0.76| 0.38| -0.46| 57.08| 19.12|

-------------------------------------------------------------- PROGR. 962.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 1| -165213.9| -130276.9| 0.0| -5136.0| -1077.3| 1366.3|

| 9- 1| -319531.6| -95960.3| 0.0| -4828.6| -793.6| 2642.4|

DEFORMAZIONI


| 8- 1|si | Tz | 0.34| 0.44| -0.27| 42.04| 36.97|

| 9- 1|si |AccCls Ty| 0.65| 0.38| -0.40| 57.08| 19.12|

-------------------------------------------------------------- PROGR. 968.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 1| -141611.9| -111665.9| 0.0| -5060.8| -1077.3| 1366.3|

| 9- 1| -273884.2| -82251.7| 0.0| -4753.5| -793.6| 2642.4|

DEFORMAZIONI


| 8- 1|si | Tz | 0.15| 0.51| -0.16| 43.64| 38.52|

| 9- 1|si |AccCls Ty| 0.28| 0.45| -0.24| 59.25| 19.92|

-------------------------------------------------------------- PROGR. 975.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 1| -188700.0| -35932.1| 0.0| 553.3| -416.0| 2184.7|

| 8- 1| -118009.9| -93054.9| 0.0| -4985.7| -1077.3| 1366.3|

| 9- 1| -228236.9| -68543.1| 0.0| -4678.3| -793.6| 2642.4|

DEFORMAZIONI


| 3- 1|si |Acc | 0.23| 0.38| -0.14| 113.02| 20.99|

| 8- 1|si | Tz | 0.12| 0.53| -0.13| 43.64| 33.57|

| 9- 1|si | Cls Ty| 0.23| 0.46| -0.20| 59.25| 17.36|

-------------------------------------------------------------- PROGR. 982.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 3- 1| -150960.0| -28745.7| 0.0| 553.3| -416.0| 2184.7|

| 8- 1| -94407.9| -74443.9| 0.0| -4910.5| -1077.3| 1366.3|

| 9- 1| -182589.5| -54834.4| 0.0| -4603.2| -793.6| 2642.4|

DEFORMAZIONI


| 3- 1|si |Acc | 0.19| 0.37| -0.11| 121.15| 24.09|

| 8- 1|si | Tz | -0.09| 0.56| -0.11| 46.78| 38.52|

| 9- 1|si | Cls Ty| 0.17| 0.48| -0.16| 63.51| 19.92|

-------------------------------------------------------------- PROGR. 989.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -64876.5| 48054.8| 0.0| -24027.4| 243.4| 1251.8|

| 3- 1| -113220.0| -21559.3| 0.0| 553.3| -416.0| 2184.7|

| 8- 1| -70805.9| -55832.9| 0.0| -4835.4| -1077.3| 1366.3|

| 9- 1| -136942.1| -41125.8| 0.0| -4528.0| -793.6| 2642.4|

DEFORMAZIONI


| 1- 1|si | Cls | -0.12| 1.41| -0.13| 179.25| 36.63|

| 3- 1|si |Acc | 0.14| 0.37| -0.08| 104.89| 20.99|

| 8- 1|si | Tz | -0.07| 0.61| -0.08| 40.50| 33.57|

| 9- 1|si | Ty| 0.12| 0.51| -0.12| 54.99| 17.36|

-------------------------------------------------------------- PROGR. 996.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 1- 1| -47859.4| 47859.4| 0.0| -23929.7| 243.4| 1251.8|

| 8- 1| -47204.0| -37222.0| 0.0| -4760.2| -1077.3| 1366.3|

| 9- 1| -91294.7| -27417.2| 0.0| -4452.9| -793.6| 2642.4|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 165.35| 42.04|

| 8- 1|si | Tz | -0.05| 0.72| -0.06| 37.36| 38.52|

| 9- 1|si | Ty| -0.07| 0.57| -0.08| 50.72| 19.92|

-------------------------------------------------------------- PROGR. 1003.


Trasv. Z |N. 14|A 7.0|


SOLLECITAZIONI


| 1- 1| -47664.1| 47664.1| 0.0| -23832.0| 243.4| 1251.8|

| 8- 1| -23602.0| -18611.0| 0.0| -4685.1| -1077.3| 1366.3|

| 9- 1| -45647.4| -13708.6| 0.0| -4377.7| -793.6| 2642.4|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 137.56| 36.63|

| 8- 1|si | Tz | -0.03| 1.00| -0.03| 31.08| 33.57|




| 9- 1|si | Ty| -0.04| 0.77| -0.05| 42.20| 17.36|

-------------------------------------------------------------- PROGR. 1010.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 47468.7| 47468.7| 0.0| -23734.3| 243.4| 1251.8|

| 8- 1| 9219.9| 9219.9| 0.0| -4609.9| -1077.3| 1366.3|

| 9- 1| 8605.2| 8605.2| 0.0| -4302.6| -793.6| 2642.4|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.12| 193.15| 42.04|

| 8- 1|si | Tz | -0.02| 1.61| -0.02| 43.64| 38.52|

| 9- 1|si | Ty| -0.02| 1.61| -0.02| 59.25| 19.92|



| 49| 0.| 518.| 18| 87|

| 108| 518.| 955.| 87| 275|

| 624| 955.| 1010.| 275| 45|


| Rett.| 0.| 1010.| 1010.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 2| 583377.2| -25481.6| 0.0| 7883.4| -46.4| -2645.9|

| 8-12| 251948.0| -778734.2| 0.0| -25653.8| -1944.9| -1544.0|

| 9- 7| 729347.1| -280805.9| 0.0| -19391.0| -783.7| -3707.5|

DEFORMAZIONI


| 3- 2|si |Acc | 1.62| 0.28| -0.63| 976.05| 19.09|

| 8-12|si | Tz | 0.81| 0.51| -0.85| 23.29| 32.72|

| 9- 7|si | Cls Ty| 1.52| 0.43| -1.14| 57.79| 13.62|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 2| 463650.5| -23381.7| 0.0| 7883.4| -46.4| -2645.9|

| 8-12| 182081.9| -690725.3| 0.0| -25457.0| -1944.9| -1544.0|

| 9- 7| 561585.0| -245341.3| 0.0| -19194.2| -783.7| -3707.5|

DEFORMAZIONI


| 3- 2|si |Acc | 1.34| 0.27| -0.49| 976.05| 16.53|

| 8-12|si | Tz | -0.59| 0.54| -0.69| 23.29| 28.33|

| 9- 7|si | Cls Ty| 1.08| 0.45| -0.88| 57.79| 11.80|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 2| 343923.8| -21281.8| 0.0| 7883.4| -46.4| -2645.9|

| 8-12| 112215.8| -602716.4| 0.0| -25260.2| -1944.9| -1544.0|

| 9- 7| 393822.8| -209876.8| 0.0| -18997.4| -783.7| -3707.5|

DEFORMAZIONI


| 3- 2|si |Acc | 1.05| 0.25| -0.35| 392.85| 6.30|

| 8-12|si | Tz | -0.47| 0.58| -0.53| 9.37| 10.80|

| 9- 7|si | Cls Ty| 0.67| 0.49| -0.63| 23.26| 4.50|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 2| 224197.1| -19181.8| 0.0| 7883.4| -46.4| -2645.9|

| 8-12| 50126.7| -514707.5| 0.0| -25063.3| -1944.9| -1544.0|

| 9- 7| 226060.7| -174412.2| 0.0| -18800.5| -783.7| -3707.5|

| 9-10| -270327.3| 135300.6| 0.0| -36403.1| 208.5| 2157.9|

DEFORMAZIONI


| 3- 2|si |Acc | 0.76| 0.22| -0.22| 392.85| 6.30|

| 8-12|si | Tz | -0.35| 0.65| -0.39| 9.37| 10.80|

| 9- 7|si | Ty| -0.32| 0.60| -0.38| 23.26| 4.50|

| 9-10|si | Cls | -0.38| 0.81| -0.43| 87.44| 7.73|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 3| 1910.8| -378723.1| 0.0| 432.0| -1483.6| -74.0|

| 8- 7| -90635.0| 415179.3| 0.0| -30245.2| 1358.2| 100.3|




| 8-12| -49733.0| -426698.6| 0.0| -24866.5| -1944.9| -1544.0|

| 9- 7| 58298.6| -138947.7| 0.0| -18603.7| -783.7| -3707.5|

DEFORMAZIONI


| 2- 3|si |Acc | 0.57| 0.29| -0.23| 10.01| 317.04|

| 8- 7|si | Cls | -0.34| 0.77| -0.37| 10.93| 233.68|

| 8-12|si | Tz | -0.30| 0.72| -0.33| 7.63| 15.19|

| 9- 7|si | Ty| -0.16| 0.94| -0.17| 18.94| 6.32|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -139844.4| 164076.8| 0.0| -50365.6| -571.3| -1219.1|

| 2- 3| -1435.9| -311591.6| 0.0| 432.0| -1483.6| -74.0|

| 8-12| -97382.4| -338689.7| 0.0| -24669.7| -1944.9| -1544.0|

| 9- 7| -109463.6| -103483.1| 0.0| -18406.8| -783.7| -3707.5|

DEFORMAZIONI


| 1- 1|si | Cls | -0.35| 1.18| -0.38| 31.91| 19.23|

| 2- 3|si |Acc | 0.47| 0.29| -0.19| 12.29| 317.04|

| 8-12|si | Tz | -0.29| 0.74| -0.33| 9.37| 15.19|

| 9- 7|si | Ty| -0.18| 0.85| -0.20| 23.26| 6.32|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -195006.7| 189928.8| 0.0| -50109.7| -571.3| -1219.1|

| 3- 2| -134983.1| -15766.8| 0.0| 7883.4| -46.4| -2645.9|

| 8-12| -167248.5| -250680.8| 0.0| -24472.8| -1944.9| -1544.0|

| 9- 7| -277225.7| -68018.6| 0.0| -18210.0| -783.7| -3707.5|

DEFORMAZIONI


| 1- 1|si | Cls | -0.40| 1.03| -0.43| 31.91| 13.68|

| 3- 2|si |Acc | 0.55| 0.17| -0.12| 392.85| 6.30|

| 8-12|si | Tz | -0.31| 0.72| -0.35| 9.37| 10.80|

| 9- 7|si | Ty| -0.31| 0.56| -0.38| 23.26| 4.50|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 2| -254709.8| -15766.8| 0.0| 7883.4| -46.4| -2645.9|

| 8-12| -237114.6| -162671.9| 0.0| -24276.0| -1944.9| -1544.0|

| 9- 6| -440110.3| 73843.2| 0.0| -18272.3| 106.4| -3663.1|

| 9- 7| -444987.9| -36026.3| 0.0| -18013.2| -783.7| -3707.5|

DEFORMAZIONI


| 3- 2|si |Acc | 0.83| 0.23| -0.25| 903.15| 16.53|

| 8-12|si | Tz | -0.33| 0.67| -0.39| 21.55| 28.33|

| 9- 6|si | Cls | 0.68| 0.47| -0.59| 393.94| 11.94|

| 9- 7|si | Ty| 0.67| 0.46| -0.57| 53.48| 11.80|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 2| -374436.5| -15766.8| 0.0| 7883.4| -46.4| -2645.9|

| 8-12| -306980.6| -74663.0| 0.0| -24079.1| -1944.9| -1544.0|

| 9- 7| -612750.0| 35632.7| 0.0| -17816.3| -783.7| -3707.5|

| 9- 8| -608832.4| 65067.2| 0.0| -17997.8| 19.4| -3684.7|

DEFORMAZIONI


| 3- 2|si |Acc | 1.12| 0.26| -0.38| 976.05| 19.09|

| 8-12|si | Tz | -0.35| 0.61| -0.43| 23.29| 32.72|

| 9- 7|si | Ty| 1.07| 0.42| -0.77| 57.79| 13.62|

| 9- 8|si | Cls | 1.08| 0.42| -0.79| 2337.90| 13.71|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 300126.8| 288093.3| 0.0| -31203.4| -1228.3| -1165.2|

| 9- 7| 603162.1| 22344.6| 0.0| -11172.3| -378.9| -2985.6|

| 9- 8| 601631.7| 84825.6| 0.0| -11297.9| -232.0| -2977.9|

DEFORMAZIONI


| 1- 1|si | Tz | -0.45| 0.66| -0.53| 36.88| 43.35|

| 9- 7|si | Ty| 1.12| 0.38| -0.69| 119.53| 16.92|

| 9- 8|si |AccCls | 1.16| 0.39| -0.74| 195.28| 16.96|

-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 236475.6| 355189.1| 0.0| -30894.5| -1228.3| -1165.2|

| 9- 7| 440072.2| 38523.4| 0.0| -10934.7| -378.9| -2985.6|

| 9- 8| 438965.3| 97495.9| 0.0| -11060.2| -232.0| -2977.9|

DEFORMAZIONI


| 1- 1|si | Tz | -0.33| 0.72| -0.38| 35.52| 39.36|

| 9- 7|si | Ty| 0.40| 0.47| -0.36| 115.15| 15.36|

| 9- 8|si |AccCls | 0.42| 0.48| -0.39| 188.12| 15.40|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 172824.3| 422284.9| 0.0| -30585.6| -1228.3| -1165.2|

| 9- 7| 276982.3| 59222.8| 0.0| -10697.0| -378.9| -2985.6|




| 9- 8| 276299.0| 110166.2| 0.0| -10822.6| -232.0| -2977.9|

DEFORMAZIONI


| 1- 1|si | ClsTz | -0.40| 0.69| -0.45| 14.84| 14.32|

| 9- 7|si | Ty| 0.42| 0.45| -0.35| 48.11| 5.59|

| 9- 8|si |Acc | 0.45| 0.46| -0.39| 78.60| 5.60|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| 109173.0| 489380.6| 0.0| -30276.7| -1228.3| -1165.2|

| 9- 7| 113892.4| 79922.1| 0.0| -10459.4| -378.9| -2985.6|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.38| 0.70| -0.43| 12.09| 20.12|

| 9- 7|si | Ty| -0.15| 0.64| -0.17| 39.18| 7.85|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 59935.5| 556476.4| 0.0| -29967.8| -1228.3| -1165.2|

| 9- 7| -49197.5| 100621.4| 0.0| -10221.8| -378.9| -2985.6|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.38| 0.68| -0.42| 14.84| 14.32|

| 9- 7|si | Ty| -0.10| 0.80| -0.11| 48.11| 5.59|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -59317.7| 623572.2| 0.0| -29658.9| -1228.3| -1165.2|

| 3- 2| -185322.0| -5143.1| 0.0| 2571.5| -16.6| -2034.1|

| 9- 7| -212287.3| 121320.8| 0.0| -9984.2| -378.9| -2985.6|

DEFORMAZIONI


| 1- 1|si | ClsTz | -0.42| 0.63| -0.47| 14.84| 14.32|

| 3- 2|si |Acc | 0.49| 0.27| -0.18| 1097.74| 8.20|

| 9- 7|si | Ty| 0.34| 0.49| -0.32| 48.11| 5.59|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -81780.7| 690668.0| 0.0| -29349.9| -1228.3| -1165.2|

| 9- 7| -375377.2| 142020.1| 0.0| -9746.6| -378.9| -2985.6|

| 9- 8| -374366.3| 160847.4| 0.0| -9872.1| -232.0| -2977.9|

DEFORMAZIONI


| 1- 1|si | ClsTz | -0.48| 0.59| -0.54| 14.84| 20.12|

| 9- 7|si | Ty| 0.73| 0.42| -0.52| 48.11| 7.85|

| 9- 8|si |Acc | 0.74| 0.42| -0.54| 78.60| 7.87|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -145432.0| 757763.7| 0.0| -29041.0| -1228.3| -1165.2|

| 9- 7| -538467.1| 162719.4| 0.0| -9508.9| -378.9| -2985.6|

| 9- 8| -537032.7| 173517.7| 0.0| -9634.5| -232.0| -2977.9|

DEFORMAZIONI


| 1- 1|si | Tz | -0.58| 0.55| -0.67| 34.12| 37.54|

| 9- 7|si | Ty| 1.12| 0.39| -0.73| 110.61| 14.65|

| 9- 8|si |AccCls | 1.13| 0.39| -0.74| 180.70| 14.69|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -209083.3| 824859.5| 0.0| -28732.1| -1228.3| -1165.2|

| 9- 7| -701557.0| 183418.8| 0.0| -9271.3| -378.9| -2985.6|

| 9- 8| -699699.0| 186188.0| 0.0| -9396.9| -232.0| -2977.9|

DEFORMAZIONI


| 1- 1|si | Tz | 0.72| 0.53| -0.80| 36.88| 43.35|

| 9- 7|si |Acc Ty| 1.52| 0.38| -0.94| 119.53| 16.92|

| 9- 8|si | Cls | 1.52| 0.38| -0.94| 195.28| 16.96|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 37102.1| 1151315.7| 0.0| -18551.0| 8330.8| -2.2|

| 9- 8| 34711.7| 271923.7| 0.0| -4597.3| 1967.6| -251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 1.19| 0.40| -0.80| 5.44| 22599.55|

| 9- 8|si | Ty| 0.30| 0.41| -0.21| 23.02| 201.11|

-------------------------------------------------------------- PROGR. 962.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 36906.7| 1007401.2| 0.0| -18453.3| 8330.8| -2.2|

| 9- 8| 30372.8| 237933.3| 0.0| -4522.2| 1967.6| -251.2|

DEFORMAZIONI





| 1- 1|si |AccClsTz | 0.99| 0.41| -0.69| 5.50| 22866.04|

| 9- 8|si | Ty| 0.25| 0.42| -0.18| 23.27| 203.48|

-------------------------------------------------------------- PROGR. 968.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 36711.3| 863486.8| 0.0| -18355.7| 8330.8| -2.2|

| 9- 8| 26033.8| 203942.8| 0.0| -4447.0| 1967.6| -251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 0.70| 0.45| -0.57| 5.55| 23132.54|

| 9- 8|si | Ty| 0.17| 0.46| -0.15| 23.51| 205.85|

-------------------------------------------------------------- PROGR. 975.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 36515.9| 719572.3| 0.0| -18258.0| 8330.8| -2.2|

| 9- 8| 21694.8| 169952.3| 0.0| -4371.9| 1967.6| -251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 0.33| 0.53| -0.37| 5.64| 20517.30|

| 9- 8|si | Ty| 0.08| 0.53| -0.09| 23.90| 182.58|

-------------------------------------------------------------- PROGR. 982.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 1- 1| 36320.5| 575657.8| 0.0| -18160.3| 8330.8| -2.2|

| 9- 8| 17355.9| 135961.9| 0.0| -4296.7| 1967.6| -251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.27| 0.57| -0.30| 6.05| 23544.50|

| 9- 8|si | Ty| -0.07| 0.57| -0.08| 25.62| 209.52|

-------------------------------------------------------------- PROGR. 989.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 36125.2| 431743.4| 0.0| -18062.6| 8330.8| -2.2|

| 9- 8| 13016.9| 101971.4| 0.0| -4221.6| 1967.6| -251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.21| 0.65| -0.24| 5.24| 20517.30|

| 9- 8|si | Ty| -0.05| 0.63| -0.06| 22.18| 182.58|

-------------------------------------------------------------- PROGR. 996.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 1- 1| 35929.8| 287828.9| 0.0| -17964.9| 8330.8| -2.2|

| 9- 8| 8677.9| 67980.9| 0.0| -4146.4| 1967.6| -251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.16| 0.78| -0.17| 4.83| 23544.50|

| 9- 8|si | Ty| -0.04| 0.77| -0.04| 20.46| 209.52|

-------------------------------------------------------------- PROGR. 1003.


Trasv. Z |N. 14|A 7.0|


SOLLECITAZIONI


| 1- 1| 35734.4| 143914.5| 0.0| -17867.2| 8330.8| -2.2|

| 9- 8| 8142.6| 33990.5| 0.0| -4071.3| 1967.6| -251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.11| 1.03| -0.12| 4.02| 20517.30|

| 9- 8|si | Ty| -0.03| 1.02| -0.03| 17.02| 182.58|

-------------------------------------------------------------- PROGR. 1010.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 35539.0| 35539.0| 0.0| -17769.5| 8330.8| -2.2|

| 9- 8| 7992.3| 7992.3| 0.0| -3996.1| 1967.6| -251.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.08| 1.60| -0.09| 5.64| 23544.50|

| 9- 8|si | Ty| -0.02| 1.61| -0.02| 23.90| 209.52|



| 51| 0.| 836.| 11| 273|

| 615| 836.| 921.| 273| 48|


| Rett.| 0.| 921.| 921.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|




| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 4| -10713.9| 954780.3| 0.0| 233.8| 1226.6| 33.8|

| 8- 2| 117498.2|-1171822.8| 0.0| -19658.0| -1561.6| -354.3|

| 8- 4| 132865.8|-1175841.1| 0.0| -19671.8| -1554.4| -398.3|

| 9-13| 453001.6| -406860.9| 0.0| -19252.5| -619.2| -1310.8|

DEFORMAZIONI


| 2- 4|si |Acc | 1.47| 0.30| -0.63| 36.93| 1495.50|

| 8- 2|si | Tz | 1.16| 0.47| -1.02| 29.01| 142.55|

| 8- 4|si | Cls | 1.19| 0.47| -1.05| 29.14| 126.82|

| 9-13|si | Ty| 0.91| 0.51| -0.96| 73.15| 38.54|

-------------------------------------------------------------- PROGR. 104.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 4| -7842.9| 850515.7| 0.0| 233.8| 1226.6| 33.8|

| 8- 2| 87378.7|-1039090.9| 0.0| -19288.2| -1561.6| -354.3|

| 8- 4| 99010.0|-1043719.3| 0.0| -19302.0| -1554.4| -398.3|

| 9-13| 341581.4| -354227.3| 0.0| -18882.7| -619.2| -1310.8|

DEFORMAZIONI


| 2- 4|si |Acc | 1.31| 0.30| -0.56| 36.93| 1295.18|

| 8- 2|si | Tz | 0.93| 0.48| -0.87| 29.01| 123.46|

| 8- 4|si | Cls | 1.21| 0.42| -0.89| 29.14| 109.83|

| 9-13|si | Ty| -0.61| 0.56| -0.73| 73.15| 33.37|

-------------------------------------------------------------- PROGR. 209.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 4| -4971.9| 746251.1| 0.0| 233.8| 1226.6| 33.8|

| 8- 1| -61584.2| -921349.8| 0.0| -19106.5| -1519.8| 306.4|

| 8- 2| 57259.2| -906359.1| 0.0| -18918.5| -1561.6| -354.3|

| 9-13| 230161.3| -301593.7| 0.0| -18513.0| -619.2| -1310.8|

DEFORMAZIONI


| 2- 4|si |Acc | 1.15| 0.30| -0.48| 12.10| 694.21|

| 8- 1|si | Cls | 0.97| 0.43| -0.73| 9.77| 76.54|

| 8- 2|si | Tz | 0.70| 0.50| -0.71| 9.51| 66.17|

| 9-13|si | Ty| -0.44| 0.64| -0.52| 23.98| 17.89|

-------------------------------------------------------------- PROGR. 313.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| -2100.9| 641986.6| 0.0| 233.8| 1226.6| 33.8|

| 8- 2| 37097.4| -773627.2| 0.0| -18548.7| -1561.6| -354.3|

| 8- 3| -37501.1| -798019.3| 0.0| -18750.5| -1512.6| 262.4|

| 9-13| 118741.1| -248960.1| 0.0| -18143.2| -619.2| -1310.8|

DEFORMAZIONI


| 2- 4|si |Acc | 0.98| 0.29| -0.41| 14.86| 694.21|

| 8- 2|si | Tz | -0.52| 0.54| -0.58| 11.68| 66.17|

| 8- 3|si | Cls | 0.76| 0.44| -0.60| 12.05| 89.36|

| 9-13|si | Ty| -0.29| 0.79| -0.33| 29.44| 17.89|

-------------------------------------------------------------- PROGR. 418.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 770.1| 537722.0| 0.0| 233.8| 1226.6| 33.8|

| 8- 2| -36357.9| -640895.4| 0.0| -18179.0| -1561.6| -354.3|

| 8- 3| -36761.6| -669450.2| 0.0| -18380.8| -1512.6| 262.4|

| 9-13| 35546.9| -196326.5| 0.0| -17773.5| -619.2| -1310.8|

DEFORMAZIONI


| 2- 4|si |Acc | 0.82| 0.29| -0.34| 14.86| 493.89|

| 8- 2|si | Tz | -0.43| 0.59| -0.48| 11.68| 47.08|

| 8- 3|si | Cls | 0.58| 0.47| -0.51| 12.05| 63.57|

| 9-13|si | Ty| -0.20| 1.05| -0.21| 29.44| 12.73|

-------------------------------------------------------------- PROGR. 522.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -82247.0| -272329.2| 0.0| -41123.5| -887.2| -3.9|

| 2- 4| 3641.1| 433457.4| 0.0| 233.8| 1226.6| 33.8|

| 8- 2| -35618.4| -508163.6| 0.0| -17809.2| -1561.6| -354.3|

| 9-13| -104099.2| -143692.9| 0.0| -17403.7| -619.2| -1310.8|

DEFORMAZIONI


| 1- 1|si | Cls | -0.42| 1.25| -0.44| 20.55| 4308.30|

| 2- 4|si |Acc | 0.67| 0.29| -0.28| 14.86| 493.89|

| 8- 2|si | Tz | -0.35| 0.67| -0.39| 11.68| 47.08|

| 9-13|si | Ty| -0.23| 0.92| -0.25| 29.44| 12.73|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -81285.7| -196920.0| 0.0| -40642.8| -887.2| -3.9|

| 3- 4| -188075.3| 35871.3| 0.0| 290.4| -57.7| -1174.4|




| 8- 2| -63218.9| -375431.7| 0.0| -17439.5| -1561.6| -354.3|

| 9-13| -215519.4| -91059.3| 0.0| -17034.0| -619.2| -1310.8|

DEFORMAZIONI


| 1- 1|si | Cls | -0.38| 1.39| -0.41| 20.55| 6055.74|

| 3- 4|si |Acc | 0.56| 0.32| -0.26| 315.97| 19.97|

| 8- 2|si | Tz | -0.30| 0.75| -0.33| 11.68| 66.17|

| 9-13|si | Ty| -0.31| 0.71| -0.36| 29.44| 17.89|

-------------------------------------------------------------- PROGR. 731.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| -287901.8| 40775.6| 0.0| 290.4| -57.7| -1174.4|

| 8- 2| -93338.4| -242699.9| 0.0| -17069.7| -1561.6| -354.3|

| 9-13| -326939.6| -38425.7| 0.0| -16664.2| -619.2| -1310.8|

| 9-14| -323175.9| 104678.6| 0.0| -16496.4| 49.9| -1298.9|

DEFORMAZIONI


| 3- 4|si |Acc | 0.83| 0.32| -0.39| 785.04| 37.25|

| 8- 2|si | Tz | -0.26| 0.82| -0.29| 29.01| 123.46|

| 9-13|si | Ty| -0.40| 0.57| -0.49| 73.15| 33.37|

| 9-14|si | Cls | -0.43| 0.56| -0.53| 908.26| 33.68|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| -387728.3| 45680.0| 0.0| 290.4| -57.7| -1174.4|

| 8- 2| -123457.9| -109968.0| 0.0| -16700.0| -1561.6| -354.3|

| 9-13| -438359.7| 32588.9| 0.0| -16294.5| -619.2| -1310.8|

| 9-14| -433582.1| 100439.5| 0.0| -16126.6| 49.9| -1298.9|

DEFORMAZIONI


| 3- 4|si |Acc | 1.11| 0.32| -0.52| 785.04| 43.01|

| 8- 2|si | Tz | -0.23| 0.89| -0.25| 29.01| 142.55|

| 9-13|si | Ty| 0.66| 0.49| -0.64| 73.15| 38.54|

| 9-14|si | Cls | 0.70| 0.49| -0.69| 908.26| 38.89|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8-11| -194061.1| -467863.0| 0.0| -5852.9| -3200.2| 1327.4|

| 9- 3| -427680.3| -221947.8| 0.0| -5714.7| -1518.1| 2925.3|

| 9-11| -379180.6| -292483.0| 0.0| -5799.9| -2000.6| 2593.6|

DEFORMAZIONI


| 8-11|si | Tz | 0.77| 0.41| -0.54| 14.15| 38.05|

| 9- 3|si |Acc Ty| 0.97| 0.39| -0.62| 29.84| 17.27|

| 9-11|si | Cls | 0.93| 0.40| -0.63| 22.64| 19.48|

-------------------------------------------------------------- PROGR. 846.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8-11| -169803.5| -409380.2| 0.0| -5773.4| -3200.2| 1327.4|

| 9- 3| -374220.3| -194204.3| 0.0| -5635.2| -1518.1| 2925.3|

| 9-11| -331783.0| -255922.6| 0.0| -5720.4| -2000.6| 2593.6|

DEFORMAZIONI


| 8-11|si | Tz | 0.65| 0.42| -0.47| 14.15| 32.96|

| 9- 3|si |Acc Ty| 0.83| 0.39| -0.54| 29.84| 14.95|

| 9-11|si | Cls | 0.80| 0.41| -0.54| 22.64| 16.87|

-------------------------------------------------------------- PROGR. 857.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8-11| -145545.8| -350897.3| 0.0| -5693.9| -3200.2| 1327.4|

| 9- 3| -320760.3| -166460.8| 0.0| -5555.7| -1518.1| 2925.3|

| 9-11| -284385.4| -219362.3| 0.0| -5640.9| -2000.6| 2593.6|

DEFORMAZIONI


| 8-11|si | Tz | 0.30| 0.48| -0.27| 14.69| 39.65|

| 9- 3|si |Acc Ty| 0.37| 0.46| -0.31| 30.97| 17.99|

| 9-11|si | Cls | 0.36| 0.47| -0.31| 23.50| 20.29|

-------------------------------------------------------------- PROGR. 868.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8-11| -121288.2| -292414.4| 0.0| -5614.4| -3200.2| 1327.4|

| 9- 3| -267300.2| -138717.4| 0.0| -5476.2| -1518.1| 2925.3|

| 9-11| -236987.8| -182801.9| 0.0| -5561.4| -2000.6| 2593.6|

DEFORMAZIONI


| 8-11|si | Tz | 0.24| 0.49| -0.23| 14.69| 39.65|

| 9- 3|si |Acc Ty| 0.30| 0.47| -0.26| 30.97| 17.99|

| 9-11|si | Cls | 0.29| 0.48| -0.26| 23.50| 20.29|

-------------------------------------------------------------- PROGR. 878.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 8-11| -97030.5| -233931.5| 0.0| -5534.9| -3200.2| 1327.4|

| 9- 3| -213840.2| -110973.9| 0.0| -5396.7| -1518.1| 2925.3|

DEFORMAZIONI


| 8-11|si | Tz | 0.18| 0.51| -0.18| 15.75| 39.65|

| 9- 3|si |AccCls Ty| 0.23| 0.48| -0.21| 33.20| 17.99|




-------------------------------------------------------------- PROGR. 889.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| 132879.7| 35733.0| 0.0| 190.8| 651.8| -2423.7|

| 8-11| -72772.9| -175448.6| 0.0| -5455.4| -3200.2| 1327.4|

| 9- 3| -160380.1| -83230.4| 0.0| -5317.2| -1518.1| 2925.3|

DEFORMAZIONI


| 3- 4|si |Acc | 0.17| 0.39| -0.10| 72.14| 21.71|

| 8-11|si | Tz | -0.12| 0.54| -0.14| 14.69| 39.65|

| 9- 3|si | Cls Ty| 0.15| 0.51| -0.16| 30.97| 17.99|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -46305.3| -46305.3| 0.0| -23152.6| -649.5| 679.2|

| 3- 4| 88586.5| 23822.0| 0.0| 190.8| 651.8| -2423.7|

| 8-11| -48515.3| -116965.8| 0.0| -5375.9| -3200.2| 1327.4|

| 9- 3| -106920.1| -55486.9| 0.0| -5237.7| -1518.1| 2925.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.11| 1.60| -0.12| 67.18| 77.48|

| 3- 4|si |Acc | 0.11| 0.38| -0.07| 66.95| 21.71|

| 8-11|si | Tz | -0.08| 0.61| -0.09| 13.64| 39.65|

| 9- 3|si | Ty| -0.09| 0.56| -0.11| 28.74| 17.99|

-------------------------------------------------------------- PROGR. 910.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| -46098.6| -46098.6| 0.0| -23049.3| -649.5| 679.2|

| 8-11| -24257.6| -58482.9| 0.0| -5296.4| -3200.2| 1327.4|

| 9- 3| -53460.0| -27743.5| 0.0| -5158.2| -1518.1| 2925.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.13| 1.53| -0.14| 54.12| 64.41|

| 8-11|si | Tz | -0.05| 0.79| -0.06| 10.98| 32.96|

| 9- 3|si | Ty| -0.06| 0.69| -0.07| 23.15| 14.95|

-------------------------------------------------------------- PROGR. 921.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 45891.9| 45891.9| 0.0| -22945.9| -649.5| 679.2|

| 8-11| 10433.9| 10433.9| 0.0| -5216.9| -3200.2| 1327.4|

| 9- 3| 10157.5| 10157.5| 0.0| -5078.7| -1518.1| 2925.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.13| 1.53| -0.14| 69.74| 74.37|

| 8-11|si | Tz | -0.03| 1.54| -0.03| 14.15| 38.05|

| 9- 3|si | Ty| -0.03| 1.54| -0.03| 29.84| 17.27|



| 52| 0.| 836.| 13| 272|

| 614| 836.| 921.| 272| 49|


| Rett.| 0.| 921.| 921.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 1| -137951.5|-1328718.8| 0.0| -17788.4| -2028.0| 406.0|

| 8- 9| -150963.7|-1306194.2| 0.0| -17614.1| -2069.4| 444.3|

| 8-11| -135095.9|-1312720.7| 0.0| -17611.1| -2093.1| 398.2|

| 9- 4| -490237.5| 149921.0| 0.0| -17417.5| 138.5| 1431.3|

DEFORMAZIONI


| 8- 1|si |Acc | 1.75| 0.40| -1.17| 22.33| 124.40|

| 8- 9|si | Cls | 1.49| 0.44| -1.18| 21.89| 113.68|

| 8-11|si | Tz | 1.47| 0.44| -1.16| 21.64| 126.85|

| 9- 4|si | Ty| 0.83| 0.49| -0.80| 327.05| 35.29|

-------------------------------------------------------------- PROGR. 104.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 1| -103437.9|-1156336.8| 0.0| -17418.7| -2028.0| 406.0|

| 8-11| -101247.7|-1134803.5| 0.0| -17241.4| -2093.1| 398.2|




| 9- 4| -368575.2| 138148.8| 0.0| -17047.8| 138.5| 1431.3|

DEFORMAZIONI


| 8- 1|si |AccCls | 1.43| 0.40| -0.98| 22.33| 107.74|

| 8-11|si | Tz | 1.16| 0.45| -0.96| 21.64| 109.86|

| 9- 4|si | Ty| 0.52| 0.54| -0.61| 327.05| 30.56|

-------------------------------------------------------------- PROGR. 209.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 1| 4033.7| -797974.0| 0.0| 161.3| -1622.2| -21.8|

| 8- 1| -68924.2| -983954.7| 0.0| -17048.9| -2028.0| 406.0|

| 8-11| -67399.5| -956886.2| 0.0| -16871.6| -2093.1| 398.2|

| 9- 4| -246912.9| 126376.5| 0.0| -16678.0| 138.5| 1431.3|

DEFORMAZIONI


| 2- 1|si |Acc | 1.21| 0.30| -0.51| 9.15| 1073.99|

| 8- 1|si | Cls | 0.89| 0.47| -0.79| 7.32| 57.75|

| 8-11|si | Tz | 0.86| 0.47| -0.76| 7.09| 58.88|

| 9- 4|si | Ty| -0.36| 0.65| -0.42| 107.21| 16.38|

-------------------------------------------------------------- PROGR. 313.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 1| 2177.9| -660088.9| 0.0| 161.3| -1622.2| -21.8|

| 8- 4| 34253.5| -813112.1| 0.0| -17126.8| -1949.6| -340.0|

| 8-11| -33551.3| -778968.9| 0.0| -16501.9| -2093.1| 398.2|

| 9- 4| -125250.5| 114604.3| 0.0| -16308.3| 138.5| 1431.3|

DEFORMAZIONI


| 2- 1|si |Acc | 1.00| 0.29| -0.42| 11.24| 1073.99|

| 8- 4|si | Cls | 0.59| 0.50| -0.61| 9.35| 68.97|

| 8-11|si | Tz | 0.57| 0.51| -0.58| 8.71| 58.88|

| 9- 4|si | Ty| -0.23| 0.87| -0.25| 131.64| 16.38|

-------------------------------------------------------------- PROGR. 418.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 1| 322.6| -522203.7| 0.0| 161.3| -1622.2| -21.8|

| 8- 2| 33520.0| -648947.8| 0.0| -16760.0| -1925.9| -293.9|

| 8-11| 32264.3| -601051.6| 0.0| -16132.1| -2093.1| 398.2|

| 9- 4| -31877.0| 102832.0| 0.0| -15938.5| 138.5| 1431.3|

DEFORMAZIONI


| 2- 1|si |Acc | 0.79| 0.29| -0.33| 11.24| 764.08|

| 8- 2|si | Cls | 0.58| 0.46| -0.49| 9.47| 56.77|

| 8-11|si | Tz | -0.40| 0.57| -0.45| 8.71| 41.89|

| 9- 4|si | Ty| -0.15| 1.29| -0.16| 131.64| 11.65|

-------------------------------------------------------------- PROGR. 522.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 76104.1| -266556.8| 0.0| -38052.0| -1029.5| 102.1|

| 2- 1| -1533.7| -384318.5| 0.0| 161.3| -1622.2| -21.8|

| 8-11| 34145.1| -423134.3| 0.0| -15762.4| -2093.1| 398.2|

| 9- 4| 118074.1| 91059.8| 0.0| -15568.8| 138.5| 1431.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.39| 1.23| -0.41| 17.71| 163.35|

| 2- 1|si |Acc | 0.59| 0.29| -0.24| 11.24| 764.08|

| 8-11|si | Tz | -0.29| 0.70| -0.32| 8.71| 41.89|

| 9- 4|si | Ty| -0.21| 0.90| -0.23| 131.64| 11.65|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 1| 207326.2| 35884.1| 0.0| 746.0| -130.7| 1243.4|

| 8-11| 67993.2| -245217.0| 0.0| -15392.6| -2093.1| 398.2|

| 9- 4| 239736.5| 79287.5| 0.0| -15199.0| 138.5| 1431.3|

| 9-13| -218414.9| -147517.7| 0.0| -16743.4| -547.4| -1317.2|

DEFORMAZIONI


| 3- 1|si |Acc | 0.62| 0.31| -0.28| 139.53| 18.86|

| 8-11|si | Tz | -0.23| 0.83| -0.25| 8.71| 58.88|

| 9- 4|si | Ty| -0.32| 0.64| -0.38| 131.64| 16.38|

| 9-13|si | Cls | 0.33| 0.55| -0.40| 33.31| 17.80|

-------------------------------------------------------------- PROGR. 731.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 1| 313014.5| 46990.3| 0.0| 746.0| -130.7| 1243.4|

| 8-11| 101841.4| -67299.7| 0.0| -15022.9| -2093.1| 398.2|

| 9- 4| 361398.8| 67515.3| 0.0| -14829.3| 138.5| 1431.3|

DEFORMAZIONI


| 3- 1|si |Acc | 0.91| 0.32| -0.42| 346.67| 35.18|

| 8-11|si | Tz | -0.18| 0.98| -0.20| 21.64| 109.86|

| 9- 4|si | Cls Ty| 0.51| 0.52| -0.55| 327.05| 30.56|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 1| 418702.8| 58096.5| 0.0| 746.0| -130.7| 1243.4|

| 8-11| 135689.6| 110617.6| 0.0| -14653.1| -2093.1| 398.2|




| 9- 3| 482353.8| 87157.5| 0.0| -14315.2| -846.1| 1428.7|

| 9- 4| 483061.1| 55743.0| 0.0| -14459.5| 138.5| 1431.3|

DEFORMAZIONI


| 3- 1|si |Acc | 1.21| 0.32| -0.56| 346.67| 40.63|

| 8-11|si | Tz | -0.23| 0.81| -0.26| 21.64| 126.85|

| 9- 3|si | Cls | 0.86| 0.46| -0.73| 53.54| 35.36|

| 9- 4|si | Ty| 0.83| 0.46| -0.71| 327.05| 35.29|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 3| -21384.5| 182686.9| 0.0| 277.8| 1249.6| 146.3|

| 9- 6| 24417.0| -241694.2| 0.0| -6076.8| -1653.2| -167.0|

| 9-14| 37409.2| -170823.0| 0.0| -5991.5| -1168.4| -255.9|

DEFORMAZIONI


| 3- 3|si |Acc | 0.29| 0.32| -0.14| 36.25| 345.34|

| 9- 6|si | ClsTz | 0.21| 0.46| -0.18| 27.40| 302.45|

| 9-14|si | Ty| 0.13| 0.53| -0.15| 38.77| 197.41|

-------------------------------------------------------------- PROGR. 846.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 46179.4| -46179.4| 0.0| -23089.7| -91.8| -24.6|

| 3- 3| -18711.4| 159851.0| 0.0| 277.8| 1249.6| 146.3|

| 9- 6| 21364.9| -211482.4| 0.0| -5997.3| -1653.2| -167.0|

| 9-14| 32733.1| -149470.2| 0.0| -5912.0| -1168.4| -255.9|

DEFORMAZIONI


| 1- 1|si | Cls | -0.11| 1.60| -0.12| 512.36| 1867.26|

| 3- 3|si |Acc | 0.14| 0.37| -0.08| 37.63| 313.52|

| 9- 6|si | Tz | -0.10| 0.55| -0.11| 28.44| 274.59|

| 9-14|si | Ty| -0.08| 0.61| -0.09| 40.24| 179.22|

-------------------------------------------------------------- PROGR. 857.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 45972.8| -45972.8| 0.0| -22986.4| -91.8| -24.6|

| 3- 3| -16038.4| 137015.2| 0.0| 277.8| 1249.6| 146.3|

| 9- 6| 18312.8| -181270.7| 0.0| -5917.8| -1653.2| -167.0|

| 9-14| 28056.9| -128117.3| 0.0| -5832.5| -1168.4| -255.9|

DEFORMAZIONI


| 1- 1|si | Cls | -0.11| 1.60| -0.11| 512.36| 2142.76|

| 3- 3|si |Acc | 0.12| 0.37| -0.07| 37.63| 359.78|

| 9- 6|si | Tz | -0.09| 0.57| -0.10| 28.44| 315.10|

| 9-14|si | Ty| -0.07| 0.65| -0.08| 40.24| 205.67|

-------------------------------------------------------------- PROGR. 868.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 45766.1| -45766.1| 0.0| -22883.0| -91.8| -24.6|

| 9- 6| 15260.6| -151058.9| 0.0| -5838.3| -1653.2| -167.0|

| 9-14| 23380.8| -106764.4| 0.0| -5753.0| -1168.4| -255.9|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.11| 512.36| 2142.76|

| 9- 6|si | Tz | -0.07| 0.62| -0.08| 28.44| 315.10|

| 9-14|si | Ty| -0.06| 0.70| -0.07| 40.24| 205.67|

-------------------------------------------------------------- PROGR. 878.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 1- 1| 45559.4| -45559.4| 0.0| -22779.7| -91.8| -24.6|

| 9- 6| 12208.5| -120847.1| 0.0| -5758.8| -1653.2| -167.0|

| 9-14| 18704.6| -85411.5| 0.0| -5673.5| -1168.4| -255.9|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.11| 549.23| 2142.76|

| 9- 6|si | Tz | -0.06| 0.69| -0.07| 30.49| 315.10|

| 9-14|si | Ty| -0.05| 0.77| -0.06| 43.14| 205.67|

-------------------------------------------------------------- PROGR. 889.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 45352.7| -45352.7| 0.0| -22676.3| -91.8| -24.6|

| 9- 6| 11358.6| -90635.3| 0.0| -5679.3| -1653.2| -167.0|

| 9-14| 14028.5| -64058.6| 0.0| -5594.0| -1168.4| -255.9|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.11| 512.36| 2142.76|

| 9- 6|si | Tz | -0.05| 0.79| -0.05| 28.44| 315.10|

| 9-14|si | Ty| -0.04| 0.89| -0.05| 40.24| 205.67|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 45146.0| -45146.0| 0.0| -22573.0| -91.8| -24.6|

| 9- 6| 11199.6| -60423.6| 0.0| -5599.8| -1653.2| -167.0|

| 9-14| 11029.0| -42705.8| 0.0| -5514.5| -1168.4| -255.9|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.11| 475.50| 2142.76|




| 9- 6|si | Tz | -0.04| 0.93| -0.04| 26.39| 315.10|

| 9-14|si | Ty| -0.03| 1.05| -0.04| 37.34| 205.67|

-------------------------------------------------------------- PROGR. 910.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| 44939.3| -44939.3| 0.0| -22469.7| -91.8| -24.6|

| 9- 6| 11040.6| -30211.8| 0.0| -5520.3| -1653.2| -167.0|

| 9-14| 10870.0| -21352.9| 0.0| -5435.0| -1168.4| -255.9|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.12| 1.53| -0.13| 383.00| 1781.26|

| 9- 6|si | Tz | -0.04| 1.14| -0.04| 21.26| 261.94|

| 9-14|si | Ty| -0.03| 1.27| -0.04| 30.08| 170.97|

-------------------------------------------------------------- PROGR. 921.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 44732.6| 44732.6| 0.0| -22366.3| -91.8| -24.6|

| 9- 6| 10881.6| 10881.6| 0.0| -5440.8| -1653.2| -167.0|

| 9-14| 10711.0| 10711.0| 0.0| -5355.5| -1168.4| -255.9|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.12| 1.53| -0.13| 493.61| 2056.76|

| 9- 6|si | Tz | -0.03| 1.54| -0.03| 27.40| 302.45|

| 9-14|si | Ty| -0.03| 1.54| -0.03| 38.77| 197.41|



| 54| 0.| 836.| 17| 270|

| 612| 836.| 921.| 270| 51|


| Rett.| 0.| 921.| 921.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 9| -189049.3|-1110148.8| 0.0| -19740.6| -1435.3| 555.5|

| 8-11| -173411.6|-1106444.3| 0.0| -19711.4| -1443.3| 510.6|

| 9- 3| -519026.7| -353913.2| 0.0| -19683.8| -528.9| 1500.2|

DEFORMAZIONI


| 8- 9|si |AccCls | 1.46| 0.43| -1.10| 31.56| 90.94|

| 8-11|si | Tz | 1.15| 0.48| -1.06| 31.38| 98.93|

| 9- 3|si | Ty| 1.03| 0.50| -1.02| 85.64| 33.67|

-------------------------------------------------------------- PROGR. 104.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 2| 3700.6| 837192.9| 0.0| 214.2| 1190.5| -17.7|

| 8- 9| -141833.8| -988144.4| 0.0| -19370.9| -1435.3| 555.5|

| 8-11| -130012.0| -983762.1| 0.0| -19341.6| -1443.3| 510.6|

| 9- 3| -391513.3| -308954.6| 0.0| -19314.1| -528.9| 1500.2|

DEFORMAZIONI


| 2- 2|si |Acc | 1.28| 0.30| -0.54| 38.05| 2465.28|

| 8- 9|si | Cls | 1.20| 0.43| -0.92| 31.56| 78.76|

| 8-11|si | Tz | 0.91| 0.49| -0.89| 31.38| 85.68|

| 9- 3|si | Ty| 0.66| 0.54| -0.78| 85.64| 29.16|

-------------------------------------------------------------- PROGR. 209.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 2| 2192.3| 736003.1| 0.0| 214.2| 1190.5| -17.7|

| 8- 9| -94618.3| -866140.1| 0.0| -19001.1| -1435.3| 555.5|

| 8-11| -86612.3| -861079.8| 0.0| -18971.9| -1443.3| 510.6|

| 9- 3| -263999.9| -263996.1| 0.0| -18944.3| -528.9| 1500.2|

DEFORMAZIONI


| 2- 2|si |Acc | 1.12| 0.30| -0.47| 12.47| 1321.39|

| 8- 9|si | Cls | 0.94| 0.44| -0.75| 10.34| 42.21|

| 8-11|si | Tz | 0.68| 0.52| -0.72| 10.29| 45.92|

| 9- 3|si | Ty| -0.46| 0.63| -0.54| 28.07| 15.63|

-------------------------------------------------------------- PROGR. 313.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI





| 2- 2| 683.9| 634813.4| 0.0| 214.2| 1190.5| -17.7|

| 8- 9| -47402.7| -744135.7| 0.0| -18631.4| -1435.3| 555.5|

| 8-11| -43212.7| -738397.6| 0.0| -18602.1| -1443.3| 510.6|

| 9- 3| -136486.5| -219037.6| 0.0| -18574.6| -528.9| 1500.2|

DEFORMAZIONI


| 2- 2|si |Acc | 0.97| 0.29| -0.40| 15.31| 1321.39|

| 8- 9|si | Cls | 0.70| 0.45| -0.58| 12.70| 42.21|

| 8-11|si | Tz | -0.50| 0.55| -0.57| 12.63| 45.92|

| 9- 3|si | Ty| -0.30| 0.80| -0.33| 34.47| 15.63|

-------------------------------------------------------------- PROGR. 418.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| -824.4| 533623.7| 0.0| 214.2| 1190.5| -17.7|

| 8-10| 36409.9| -644412.3| 0.0| -18204.9| -1392.9| -118.8|

| 8-11| 36464.8| -615715.3| 0.0| -18232.4| -1443.3| 510.6|

| 9- 3| -36409.7| -174079.1| 0.0| -18204.8| -528.9| 1500.2|

DEFORMAZIONI


| 2- 2|si |Acc | 0.81| 0.29| -0.34| 15.31| 940.09|

| 8-10|si | Cls | 0.55| 0.47| -0.49| 13.09| 140.43|

| 8-11|si | Tz | -0.42| 0.60| -0.47| 12.63| 32.67|

| 9- 3|si | Ty| -0.20| 1.11| -0.21| 34.47| 11.12|

-------------------------------------------------------------- PROGR. 522.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 82066.9| -247503.3| 0.0| -41033.5| -736.8| 305.6|

| 2- 2| -2332.7| 432433.9| 0.0| 214.2| 1190.5| -17.7|

| 8-11| 43586.6| -493033.1| 0.0| -17862.6| -1443.3| 510.6|

| 9- 3| 118540.3| -129120.6| 0.0| -17835.1| -528.9| 1500.2|

DEFORMAZIONI


| 1- 1|si | Cls | -0.40| 1.29| -0.43| 24.74| 54.59|

| 2- 2|si |Acc | 0.66| 0.29| -0.27| 15.31| 940.09|

| 8-11|si | Tz | -0.35| 0.68| -0.39| 12.63| 32.67|

| 9- 3|si | Ty| -0.24| 0.91| -0.26| 34.47| 11.12|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 4| -193603.4| -36206.5| 0.0| 143.2| 57.4| -1198.6|

| 8-11| 86986.2| -370350.9| 0.0| -17492.9| -1443.3| 510.6|

| 9- 3| 246053.7| -84162.0| 0.0| -17465.3| -528.9| 1500.2|

| 9- 4| 244925.8| 117251.0| 0.0| -17311.6| 120.3| 1497.8|

DEFORMAZIONI


| 3- 4|si |Acc | 0.57| 0.32| -0.27| 317.39| 19.56|

| 8-11|si | Tz | -0.32| 0.73| -0.36| 12.63| 45.92|

| 9- 3|si | Ty| -0.34| 0.67| -0.40| 34.47| 15.63|

| 9- 4|si | Cls | 0.37| 0.53| -0.42| 151.56| 15.65|

-------------------------------------------------------------- PROGR. 731.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| -295484.1| -41088.9| 0.0| 143.2| 57.4| -1198.6|

| 8-11| 130385.9| -247668.6| 0.0| -17123.1| -1443.3| 510.6|

| 9- 3| 373567.1| -39203.5| 0.0| -17095.6| -528.9| 1500.2|

| 9- 4| 372241.4| 107026.1| 0.0| -16941.9| 120.3| 1497.8|

DEFORMAZIONI


| 3- 4|si |Acc | 0.85| 0.32| -0.40| 788.57| 36.50|

| 8-11|si | Tz | -0.30| 0.75| -0.34| 31.38| 85.68|

| 9- 3|si | Ty| 0.48| 0.54| -0.56| 85.64| 29.16|

| 9- 4|si | Cls | 0.52| 0.54| -0.60| 376.55| 29.21|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| -397364.8| -45971.4| 0.0| 143.2| 57.4| -1198.6|

| 8-11| 173785.5| -124986.4| 0.0| -16753.4| -1443.3| 510.6|

| 9- 3| 501080.5| 33451.7| 0.0| -16725.8| -528.9| 1500.2|

| 9- 4| 499556.9| 96801.3| 0.0| -16572.1| 120.3| 1497.8|

DEFORMAZIONI


| 3- 4|si |Acc | 1.13| 0.32| -0.54| 788.57| 42.14|

| 8-11|si | Tz | -0.28| 0.76| -0.32| 31.38| 98.93|

| 9- 3|si | Ty| 0.82| 0.47| -0.74| 85.64| 33.67|

| 9- 4|si | Cls | 0.86| 0.48| -0.78| 376.55| 33.72|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 2| 188694.2| -484476.3| 0.0| -5868.4| -3313.8| -1290.7|

| 9- 5| 378160.6| -300051.2| 0.0| -5808.1| -2052.3| -2586.6|

| 9-13| 427409.9| -228331.0| 0.0| -5722.1| -1561.8| -2923.5|

DEFORMAZIONI


| 8- 2|si | Tz | 0.78| 0.41| -0.55| 13.67| 39.14|

| 9- 5|si | Cls | 0.93| 0.40| -0.63| 22.07| 19.53|

| 9-13|si |Acc Ty| 0.98| 0.39| -0.63| 29.00| 17.28|

-------------------------------------------------------------- PROGR. 846.


Trasv. Z |N. 22|A 11.1|





SOLLECITAZIONI


| 8- 2| 165107.5| -423916.8| 0.0| -5788.9| -3313.8| -1290.7|

| 9- 5| 330890.5| -262544.8| 0.0| -5728.6| -2052.3| -2586.6|

| 9-13| 373983.7| -199789.6| 0.0| -5642.6| -1561.8| -2923.5|

DEFORMAZIONI


| 8- 2|si | Tz | 0.66| 0.42| -0.48| 13.67| 33.89|

| 9- 5|si | Cls | 0.80| 0.41| -0.55| 22.07| 16.91|

| 9-13|si |Acc Ty| 0.84| 0.39| -0.55| 29.00| 14.96|

-------------------------------------------------------------- PROGR. 857.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 2| 141520.7| -363357.2| 0.0| -5709.4| -3313.8| -1290.7|

| 9- 5| 283620.5| -225038.4| 0.0| -5649.1| -2052.3| -2586.6|

| 9-13| 320557.5| -171248.2| 0.0| -5563.1| -1561.8| -2923.5|

DEFORMAZIONI


| 8- 2|si | Tz | 0.30| 0.48| -0.28| 14.19| 40.77|

| 9- 5|si | Cls | 0.36| 0.47| -0.32| 22.91| 20.35|

| 9-13|si |Acc Ty| 0.37| 0.46| -0.31| 30.11| 18.00|

-------------------------------------------------------------- PROGR. 868.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 2| 117933.9| -302797.7| 0.0| -5629.9| -3313.8| -1290.7|

| 9- 5| 236350.4| -187532.0| 0.0| -5569.6| -2052.3| -2586.6|

| 9-13| 267131.2| -142706.9| 0.0| -5483.7| -1561.8| -2923.5|

DEFORMAZIONI


| 8- 2|si | Tz | 0.24| 0.49| -0.23| 14.19| 40.77|

| 9- 5|si | Cls | 0.29| 0.48| -0.26| 22.91| 20.35|

| 9-13|si |Acc Ty| 0.30| 0.47| -0.26| 30.11| 18.00|

-------------------------------------------------------------- PROGR. 878.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 8- 2| 94347.1| -242238.1| 0.0| -5550.4| -3313.8| -1290.7|

| 9-13| 213705.0| -114165.5| 0.0| -5404.2| -1561.8| -2923.5|

DEFORMAZIONI


| 8- 2|si | Tz | 0.18| 0.51| -0.18| 15.21| 40.77|

| 9-13|si |AccCls Ty| 0.23| 0.48| -0.21| 32.27| 18.00|

-------------------------------------------------------------- PROGR. 889.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 1| -135525.8| 35560.0| 0.0| 188.3| 648.6| 2472.0|

| 8- 2| 70760.3| -181678.6| 0.0| -5470.9| -3313.8| -1290.7|

| 9-13| 160278.7| -85624.1| 0.0| -5324.7| -1561.8| -2923.5|

DEFORMAZIONI


| 3- 1|si |Acc | 0.17| 0.39| -0.11| 72.49| 21.29|

| 8- 2|si | Tz | -0.12| 0.54| -0.14| 14.19| 40.77|

| 9-13|si | Cls Ty| 0.16| 0.51| -0.16| 30.11| 18.00|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 46335.8| -46335.8| 0.0| -23167.9| -689.3| -570.2|

| 3- 1| -90350.6| 23706.7| 0.0| 188.3| 648.6| 2472.0|

| 8- 2| 47173.6| -121119.1| 0.0| -5391.4| -3313.8| -1290.7|

| 9-13| 106852.5| -57082.7| 0.0| -5245.2| -1561.8| -2923.5|

DEFORMAZIONI


| 1- 1|si | Cls | -0.11| 1.60| -0.12| 63.30| 92.29|

| 3- 1|si |Acc | 0.11| 0.38| -0.07| 67.27| 21.29|

| 8- 2|si | Tz | -0.08| 0.61| -0.09| 13.17| 40.77|

| 9-13|si | Ty| -0.09| 0.56| -0.11| 27.94| 18.00|

-------------------------------------------------------------- PROGR. 910.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| 46129.1| -46129.1| 0.0| -23064.6| -689.3| -570.2|

| 8- 2| 23586.8| -60559.5| 0.0| -5311.9| -3313.8| -1290.7|

| 9-13| 53426.2| -28541.4| 0.0| -5165.7| -1561.8| -2923.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.13| 1.53| -0.14| 50.99| 76.72|

| 8- 2|si | Tz | -0.05| 0.78| -0.06| 10.61| 33.89|

| 9-13|si | Ty| -0.06| 0.69| -0.07| 22.50| 14.96|

-------------------------------------------------------------- PROGR. 921.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 45922.5| 45922.5| 0.0| -22961.2| -689.3| -570.2|

| 8- 2| 10464.8| 10464.8| 0.0| -5232.4| -3313.8| -1290.7|

| 9-13| 10172.3| 10172.3| 0.0| -5086.2| -1561.8| -2923.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.13| 1.53| -0.14| 65.71| 88.59|

| 8- 2|si | Tz | -0.03| 1.54| -0.03| 13.67| 39.14|

| 9-13|si | Ty| -0.03| 1.54| -0.03| 29.00| 17.28|






| 58| 0.| 518.| 20| 86|

| 109| 518.| 955.| 86| 184|

| 226| 955.| 1093.| 184| 56|


| Rett.| 0.| 1093.| 1093.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 3| -544092.3| 70418.1| 0.0| 9009.3| 230.4| 2359.7|

| 8- 7| -195438.4| 768250.3| 0.0| -17270.9| 2835.2| 829.8|

| 9-10| -619582.2| 296404.0| 0.0| -8499.3| 1443.4| 2670.7|

DEFORMAZIONI


| 3- 3|si |Acc | 1.54| 0.28| -0.60| 196.61| 21.41|

| 8- 7|si | Tz | 0.89| 0.46| -0.76| 15.98| 60.87|

| 9-10|si | Cls Ty| 1.46| 0.39| -0.95| 31.38| 18.91|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 3| -437317.0| 59993.3| 0.0| 9009.3| 230.4| 2359.7|

| 8- 7| -157889.2| 639958.4| 0.0| -17074.1| 2835.2| 829.8|

| 9-10| -498732.2| 231090.8| 0.0| -8302.5| 1443.4| 2670.7|

DEFORMAZIONI


| 3- 3|si |Acc | 1.29| 0.27| -0.47| 196.61| 18.54|

| 8- 7|si | Tz | 0.66| 0.48| -0.62| 15.98| 52.72|

| 9-10|si | Cls Ty| 1.13| 0.40| -0.75| 31.38| 16.38|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 3| -330541.6| 49568.5| 0.0| 9009.3| 230.4| 2359.7|

| 8- 7| -120339.9| 511666.6| 0.0| -16877.3| 2835.2| 829.8|

| 9- 7| 354477.6| -232430.9| 0.0| -26752.9| -245.5| -2555.7|

| 9-10| -377882.2| 165777.7| 0.0| -8105.7| 1443.4| 2670.7|

DEFORMAZIONI


| 3- 3|si |Acc | 1.04| 0.25| -0.35| 79.13| 7.07|

| 8- 7|si | Tz | 0.44| 0.52| -0.47| 6.43| 20.10|

| 9- 7|si | Cls | -0.48| 0.58| -0.57| 74.25| 6.53|

| 9-10|si | Ty| 0.80| 0.41| -0.55| 12.63| 6.25|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 3| -223766.3| 39143.8| 0.0| 9009.3| 230.4| 2359.7|

| 8- 7| -82790.6| 383374.7| 0.0| -16680.4| 2835.2| 829.8|

| 9- 7| 238832.2| -221320.8| 0.0| -26556.1| -245.5| -2555.7|

| 9-10| -257032.3| 100464.5| 0.0| -7908.8| 1443.4| 2670.7|

DEFORMAZIONI


| 3- 3|si |Acc | 0.79| 0.22| -0.22| 79.13| 7.07|

| 8- 7|si | Tz | -0.29| 0.59| -0.33| 6.43| 20.10|

| 9- 7|si | Cls | -0.36| 0.69| -0.41| 74.25| 6.53|

| 9-10|si | Ty| 0.47| 0.43| -0.36| 12.63| 6.25|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 3- 3| -116991.0| 28719.0| 0.0| 9009.3| 230.4| 2359.7|

| 8- 7| -45241.4| 255082.9| 0.0| -16483.6| 2835.2| 829.8|

| 8-10| 35175.3| -430142.2| 0.0| -17587.7| -1637.3| -714.8|

| 9-10| -136182.3| 35151.3| 0.0| -7712.0| 1443.4| 2670.7|

DEFORMAZIONI


| 3- 3|si |Acc | 0.55| 0.14| -0.09| 64.45| 9.94|

| 8- 7|si | Tz | -0.19| 0.75| -0.21| 5.24| 28.26|

| 8-10|si | Cls | -0.28| 0.58| -0.31| 9.07| 32.80|

| 9-10|si | Ty| 0.16| 0.53| -0.18| 10.29| 8.78|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI





| 2- 3| 3910.4| -214485.4| 0.0| 1955.2| -1970.1| -58.6|

| 8- 7| -32573.5| 126791.0| 0.0| -16286.7| 2835.2| 829.8|

| 8-10| -34781.6| -356053.4| 0.0| -17390.8| -1637.3| -714.8|

| 9-10| -15332.3| -30161.9| 0.0| -7515.2| 1443.4| 2670.7|

DEFORMAZIONI


| 2- 3|si |Acc | 0.37| 0.25| -0.13| 9.25| 400.47|

| 8- 7|si | Tz | -0.13| 1.02| -0.13| 6.43| 28.26|

| 8-10|si | Cls | -0.24| 0.64| -0.26| 11.13| 32.80|

| 9-10|si | Ty| -0.05| 1.26| -0.05| 12.63| 8.78|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 3| 96559.7| 18018.5| 0.0| 9009.3| 230.4| 2359.7|

| 8- 7| 32179.8| -32179.8| 0.0| -16089.9| 2835.2| 829.8|

| 9- 7| -108104.1| -187990.3| 0.0| -25965.6| -245.5| -2555.7|

| 9-10| 105517.6| -95475.1| 0.0| -7318.3| 1443.4| 2670.7|

DEFORMAZIONI


| 3- 3|si |Acc | 0.49| 0.09| -0.05| 79.13| 7.07|

| 8- 7|si | Tz | -0.09| 1.53| -0.10| 6.43| 20.10|

| 9- 7|si | Cls | -0.23| 0.90| -0.26| 74.25| 6.53|

| 9-10|si | Ty| -0.15| 0.55| -0.18| 12.63| 6.25|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 3| 203335.0| -18018.5| 0.0| 9009.3| 230.4| 2359.7|

| 8- 7| 67406.4| -129792.7| 0.0| -15893.1| 2835.2| 829.8|

| 9- 9| 225312.4| -181001.8| 0.0| -6013.3| 403.1| 2656.0|

| 9-10| 226367.6| -160788.3| 0.0| -7121.5| 1443.4| 2670.7|

DEFORMAZIONI


| 3- 3|si |Acc | 0.72| 0.20| -0.18| 181.93| 18.54|

| 8- 7|si | Tz | -0.15| 0.87| -0.16| 14.78| 52.72|

| 9- 9|si | Cls | 0.52| 0.43| -0.39| 103.97| 16.47|

| 9-10|si | Ty| 0.47| 0.44| -0.37| 29.04| 16.38|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 3| 310110.3| -18018.5| 0.0| 9009.3| 230.4| 2359.7|

| 8- 7| 104955.7| -258084.6| 0.0| -15696.2| 2835.2| 829.8|

| 9-10| 347217.5| -226101.4| 0.0| -6924.6| 1443.4| 2670.7|

DEFORMAZIONI


| 3- 3|si |Acc | 0.96| 0.23| -0.29| 196.61| 21.41|

| 8- 7|si | Tz | -0.24| 0.65| -0.27| 15.98| 60.87|

| 9-10|si | Cls Ty| 0.81| 0.41| -0.56| 31.38| 18.91|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 7| -90048.7| 396851.7| 0.0| -8665.1| 2376.9| 534.5|

| 9- 7| 322885.9| 206905.6| 0.0| -11403.6| 538.1| -1825.9|

| 9-10| -314382.7| 299813.1| 0.0| -5042.3| 1453.8| 1803.6|

DEFORMAZIONI


| 8- 7|si | Tz | 0.44| 0.45| -0.36| 19.06| 94.51|

| 9- 7|si | Ty| 0.61| 0.45| -0.50| 84.17| 27.66|

| 9-10|si |AccCls | 0.83| 0.41| -0.57| 31.16| 28.01|

-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 8- 7| -60852.1| 267011.4| 0.0| -8427.5| 2376.9| 534.5|

| 9- 6| 220419.0| 214168.8| 0.0| -11937.7| 1278.3| -1796.0|

| 9- 7| 223147.2| 177510.8| 0.0| -11166.0| 538.1| -1825.9|

| 9-10| -215862.3| 220399.7| 0.0| -4804.7| 1453.8| 1803.6|

DEFORMAZIONI


| 8- 7|si | Tz | -0.15| 0.56| -0.17| 18.36| 85.80|

| 9- 6|si | Cls | -0.23| 0.56| -0.28| 34.13| 25.53|

| 9- 7|si | Ty| -0.22| 0.55| -0.26| 81.09| 25.12|

| 9-10|si |Acc | 0.30| 0.47| -0.27| 30.01| 25.43|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 3| -108933.9| -6484.5| 0.0| 3242.3| 79.8| 1636.2|

| 8- 7| -31655.5| 137171.0| 0.0| -8189.9| 2376.9| 534.5|

| 9- 7| 123408.5| 148115.9| 0.0| -10928.3| 538.1| -1825.9|

| 9- 9| -117619.5| 144118.6| 0.0| -3857.8| 799.0| 1792.3|

DEFORMAZIONI


| 3- 3|si |Acc | 0.33| 0.23| -0.10| 228.59| 10.20|

| 8- 7|si | Tz | -0.10| 0.69| -0.11| 7.67| 31.21|

| 9- 7|si | Ty| -0.19| 0.60| -0.22| 33.88| 9.14|

| 9- 9|si | Cls | 0.29| 0.44| -0.23| 22.82| 9.31|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI





| 1- 1| 25007.7| 158371.3| 0.0| -12503.9| 1383.2| -130.5|

| 2- 3| -2572.4| 73683.7| 0.0| 1286.2| -1233.7| -49.8|

| 8- 7| -15904.5| 15904.5| 0.0| -7952.3| 2376.9| 534.5|

| 9- 7| 23669.7| 118721.0| 0.0| -10690.7| 538.1| -1825.9|

DEFORMAZIONI


| 1- 1|si | Cls | -0.12| 0.84| -0.13| 10.73| 179.74|

| 2- 3|si |Acc | 0.15| 0.23| -0.04| 12.04| 470.75|

| 8- 7|si | Tz | -0.04| 1.52| -0.05| 6.25| 43.87|

| 9- 7|si | Ty| -0.09| 0.88| -0.10| 27.59| 12.84|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 3| 69817.6| -10237.3| 0.0| 3242.3| 79.8| 1636.2|

| 8- 7| 26737.7| -122509.6| 0.0| -7714.6| 2376.9| 534.5|

| 8-10| -23107.5| 193995.4| 0.0| -6830.3| -385.0| -556.8|

| 9- 7| -76069.0| 89326.1| 0.0| -10453.1| 538.1| -1825.9|

DEFORMAZIONI


| 3- 3|si |Acc | 0.25| 0.20| -0.06| 228.59| 10.20|

| 8- 7|si | Tz | -0.09| 0.71| -0.10| 7.67| 31.21|

| 8-10|si | Cls | 0.13| 0.53| -0.14| 47.35| 29.96|

| 9- 7|si | Ty| -0.12| 0.74| -0.13| 33.88| 9.14|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 3| 159193.3| -14593.8| 0.0| 3242.3| 79.8| 1636.2|

| 8- 7| 55934.2| -252350.0| 0.0| -7477.0| 2376.9| 534.5|

| 9- 7| -175807.7| 59931.2| 0.0| -10215.5| 538.1| -1825.9|

| 9-10| 178219.5| -97253.7| 0.0| -3854.2| 1453.8| 1803.6|

DEFORMAZIONI


| 3- 3|si |Acc | 0.44| 0.26| -0.16| 228.59| 10.20|

| 8- 7|si | Tz | 0.23| 0.49| -0.22| 7.67| 31.21|

| 9- 7|si | Ty| 0.20| 0.53| -0.23| 33.88| 9.14|

| 9-10|si | Cls | 0.38| 0.41| -0.26| 12.54| 9.25|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 8- 7| 85130.8| -382190.3| 0.0| -7239.4| 2376.9| 534.5|

| 9- 7| -275546.4| 30536.4| 0.0| -9977.9| 538.1| -1825.9|

| 9-10| 276740.0| -176667.1| 0.0| -3616.6| 1453.8| 1803.6|

DEFORMAZIONI


| 8- 7|si | Tz | 0.45| 0.43| -0.35| 7.67| 43.87|

| 9- 7|si | Ty| 0.40| 0.45| -0.32| 33.88| 12.84|

| 9-10|si |AccCls | 0.67| 0.39| -0.43| 12.54| 13.00|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 8- 7| 114327.4| -512030.6| 0.0| -7001.8| 2376.9| 534.5|

| 9- 7| -375285.2| 19480.5| 0.0| -9740.2| 538.1| -1825.9|

| 9-10| 375260.4| -256080.5| 0.0| -3379.0| 1453.8| 1803.6|

DEFORMAZIONI


| 8- 7|si | Tz | 0.68| 0.41| -0.47| 17.63| 81.85|

| 9- 7|si | Ty| 0.61| 0.40| -0.42| 77.89| 23.96|

| 9-10|si |AccCls | 0.97| 0.38| -0.60| 28.83| 24.26|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 7| 143524.0| -641871.0| 0.0| -6764.2| 2376.9| 534.5|

| 9- 7| -475023.9| -28253.4| 0.0| -9502.6| 538.1| -1825.9|

| 9-10| 473780.9| -335493.8| 0.0| -3141.4| 1453.8| 1803.6|

DEFORMAZIONI


| 8- 7|si | Tz | 0.92| 0.40| -0.60| 19.06| 94.51|

| 9- 7|si | Ty| 0.85| 0.39| -0.53| 84.17| 27.66|

| 9-10|si |AccCls | 1.27| 0.38| -0.78| 31.16| 28.01|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 9| -2624.0| 187610.8| 0.0| -1312.0| 1357.5| 18.2|

| 8-11| -3550.5| 186921.1| 0.0| -1311.1| 1352.5| 25.7|

| 9-10| -14397.3| 53770.6| 0.0| -1087.3| 389.1| 104.2|

DEFORMAZIONI


| 8- 9|si | Tz | 0.23| 0.33| -0.12| 33.37| 2782.15|

| 8-11|si |AccCls | 0.23| 0.33| -0.12| 33.49| 1966.18|

| 9-10|si | Ty| 0.06| 0.44| -0.05| 116.42| 484.87|

-------------------------------------------------------------- PROGR. 972.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 8- 9| -2473.7| 164159.5| 0.0| -1236.8| 1357.5| 18.2|

| 8-11| -3106.7| 163555.9| 0.0| -1236.0| 1352.5| 25.7|

| 9-10| -12597.7| 47049.3| 0.0| -1012.2| 389.1| 104.2|




DEFORMAZIONI


| 8- 9|si | Tz | 0.11| 0.40| -0.07| 37.13| 2898.48|

| 8-11|si |AccCls | 0.11| 0.40| -0.07| 37.26| 2048.39|

| 9-10|si | Ty| 0.03| 0.50| -0.03| 129.54| 505.15|

-------------------------------------------------------------- PROGR. 989.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 9| -2323.4| 140708.1| 0.0| -1161.7| 1357.5| 18.2|

| 8-11| -2662.9| 140190.8| 0.0| -1160.8| 1352.5| 25.7|

| 9-10| -10798.0| 40327.9| 0.0| -937.0| 389.1| 104.2|

DEFORMAZIONI


| 8- 9|si |Acc Tz | 0.09| 0.40| -0.06| 34.63| 2525.81|

| 8-11|si | Cls | 0.09| 0.41| -0.06| 34.76| 1785.02|

| 9-10|si | Ty| 0.03| 0.51| -0.03| 120.84| 440.20|

-------------------------------------------------------------- PROGR. 1007.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 9| -2173.1| 117256.8| 0.0| -1086.6| 1357.5| 18.2|

| 9-10| -8998.3| 33606.6| 0.0| -861.9| 389.1| 104.2|

DEFORMAZIONI


| 8- 9|si |AccClsTz | 0.07| 0.41| -0.05| 34.63| 2898.48|

| 9-10|si | Ty| 0.02| 0.52| -0.02| 120.84| 505.15|

-------------------------------------------------------------- PROGR. 1024.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 9| -2022.8| 93805.4| 0.0| -1011.4| 1357.5| 18.2|

| 9-10| -7198.7| 26885.3| 0.0| -786.7| 389.1| 104.2|

DEFORMAZIONI


| 8- 9|si |AccClsTz | 0.06| 0.42| -0.04| 34.63| 2525.81|

| 9-10|si | Ty| -0.02| 0.54| -0.02| 120.84| 440.20|

-------------------------------------------------------------- PROGR. 1041.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 9| -1872.5| 70354.1| 0.0| -936.3| 1357.5| 18.2|

| 9-10| -5399.0| 20164.0| 0.0| -711.6| 389.1| 104.2|

DEFORMAZIONI


| 8- 9|si |AccClsTz | 0.08| 0.37| -0.04| 33.37| 2782.15|

| 9-10|si | Ty| 0.02| 0.52| -0.02| 116.42| 484.87|

-------------------------------------------------------------- PROGR. 1058.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 2| -408.7| -28937.6| 0.0| 204.3| -837.6| 4.2|

| 8- 9| -1722.2| 46902.7| 0.0| -861.1| 1357.5| 18.2|

| 9-10| -3599.3| 13442.6| 0.0| -636.5| 389.1| 104.2|

DEFORMAZIONI


| 2- 2|si |Acc | 0.05| 0.26| -0.02| 54.08| 11913.77|

| 8- 9|si | ClsTz | 0.04| 0.40| -0.03| 33.37| 2782.15|

| 9-10|si | Ty| -0.01| 0.60| -0.01| 116.42| 484.87|

-------------------------------------------------------------- PROGR. 1076.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 2- 2| -408.7| -14468.8| 0.0| 204.3| -837.6| 4.2|

| 8- 9| -1571.9| 23451.4| 0.0| -786.0| 1357.5| 18.2|

| 9-10| -1799.7| 6721.3| 0.0| -561.3| 389.1| 104.2|

DEFORMAZIONI


| 2- 2|si |Acc | 0.03| 0.24| -0.01| 46.00| 10317.92|

| 8- 9|si | ClsTz | 0.01| 0.52| -0.02| 28.38| 2409.48|

| 9-10|si | Ty| -0.01| 0.81| -0.01| 99.03| 419.93|

-------------------------------------------------------------- PROGR. 1093.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 3267.0| 3267.0| 0.0| -1633.5| -69.9| 13.4|

| 8- 9| 1421.6| 1421.6| 0.0| -710.8| 1357.5| 18.2|

| 9-10| 972.3| 972.3| 0.0| -486.2| 389.1| 104.2|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.01| 1.54| -0.01| 648.43| 3258.53|

| 8- 9|si | Tz | 0.00| 1.54| 0.00| 33.37| 2409.48|

| 9-10|si | Ty| 0.00| 1.54| 0.00| 116.42| 419.93|



| 56| 0.| 362.| 24| 183|

| 211| 362.| 680.| 183| 261|

| 517| 680.| 799.| 261| 281|

| 656| 799.| 826.| 281| 53|


| Rett.| 0.| 826.| 826.| 58.| 30.| 0.| 0.| 0.| 0.|




CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 1| -517116.0| -74908.1| 0.0| 7498.5| -274.8| 2325.4|

| 8- 9| -100817.0| -746853.7| 0.0| -19748.1| -2692.1| 353.1|

| 9-14| 641739.8| 258638.0| 0.0| -27015.4| 321.5| -2974.1|

DEFORMAZIONI


| 3- 1|si |Acc | 1.37| 0.29| -0.55| 164.85| 21.72|

| 8- 9|si | Tz | 0.66| 0.48| -0.60| 16.83| 143.06|

| 9-14|si | Cls Ty| 0.98| 0.48| -0.92| 140.87| 16.98|

-------------------------------------------------------------- PROGR. 45.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 1| -411892.8| -62474.9| 0.0| 7498.5| -274.8| 2325.4|

| 8- 9| -84839.5| -625037.3| 0.0| -19551.2| -2692.1| 353.1|

| 9-14| 507161.3| 244088.1| 0.0| -26818.6| 321.5| -2974.1|

DEFORMAZIONI


| 3- 1|si |Acc | 0.58| 0.33| -0.28| 158.80| 19.72|

| 8- 9|si | Tz | -0.32| 0.57| -0.36| 16.21| 129.88|

| 9-14|si | Cls Ty| -0.44| 0.58| -0.53| 135.70| 15.42|

-------------------------------------------------------------- PROGR. 91.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 1| -306669.6| -50041.7| 0.0| 7498.5| -274.8| 2325.4|

| 8- 9| -68862.1| -503220.9| 0.0| -19354.4| -2692.1| 353.1|

| 9-14| 372582.8| 229538.2| 0.0| -26621.7| 321.5| -2974.1|

DEFORMAZIONI


| 3- 1|si |Acc | 0.90| 0.26| -0.31| 66.35| 7.17|

| 8- 9|si | Tz | -0.35| 0.56| -0.39| 6.77| 47.25|

| 9-14|si | Cls Ty| -0.47| 0.58| -0.56| 56.70| 5.61|

-------------------------------------------------------------- PROGR. 136.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 3- 1| -201446.4| -37608.4| 0.0| 7498.5| -274.8| 2325.4|

| 8- 8| 81912.2| 495610.6| 0.0| -18580.0| 1604.0| -1154.8|

| 8- 9| -52884.6| -381404.5| 0.0| -19157.6| -2692.1| 353.1|

| 9-14| 238004.3| 214988.2| 0.0| -26424.9| 321.5| -2974.1|

DEFORMAZIONI


| 3- 1|si |Acc | 0.66| 0.23| -0.20| 54.04| 10.08|

| 8- 8|si | Cls | -0.35| 0.55| -0.40| 9.26| 20.31|

| 8- 9|si | Tz | -0.26| 0.65| -0.29| 5.52| 66.41|

| 9-14|si | Ty| -0.34| 0.70| -0.39| 46.18| 7.88|

-------------------------------------------------------------- PROGR. 181.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| 4615.2| 303415.1| 0.0| 2307.6| 1877.8| -51.2|

| 8- 8| 36766.3| 423030.2| 0.0| -18383.2| 1604.0| -1154.8|

| 8- 9| -37921.5| -259588.1| 0.0| -18960.7| -2692.1| 353.1|

| 9-14| 103425.8| 200438.3| 0.0| -26228.0| 321.5| -2974.1|

DEFORMAZIONI


| 2- 2|si |Acc | 0.50| 0.26| -0.18| 9.71| 325.82|

| 8- 8|si | Cls | -0.27| 0.60| -0.30| 11.37| 14.45|

| 8- 9|si | Tz | -0.19| 0.81| -0.20| 6.77| 47.25|

| 9-14|si | Ty| -0.23| 0.90| -0.25| 56.70| 5.61|

-------------------------------------------------------------- PROGR. 226.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| 4615.2| 218443.7| 0.0| 2307.6| 1877.8| -51.2|

| 8- 8| -36372.7| 350449.8| 0.0| -18186.3| 1604.0| -1154.8|

| 8- 9| -37527.8| -137771.7| 0.0| -18763.9| -2692.1| 353.1|

| 9-14| -52062.4| 185888.4| 0.0| -26031.2| 321.5| -2974.1|

DEFORMAZIONI


| 2- 2|si |Acc | 0.38| 0.25| -0.13| 9.71| 325.82|

| 8- 8|si | Cls | -0.23| 0.67| -0.25| 11.37| 14.45|

| 8- 9|si | Tz | -0.14| 1.03| -0.15| 6.77| 47.25|

| 9-14|si | Ty| -0.19| 1.04| -0.20| 56.70| 5.61|

-------------------------------------------------------------- PROGR. 272.





Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 1| 114223.1| -14997.0| 0.0| 7498.5| -274.8| 2325.4|

| 8- 9| -37134.1| -37134.1| 0.0| -18567.1| -2692.1| 353.1|

| 9-14| -165731.2| 171338.4| 0.0| -25834.4| 321.5| -2974.1|

DEFORMAZIONI


| 3- 1|si |Acc | 0.46| 0.15| -0.08| 66.35| 10.08|

| 8- 9|si | Tz | -0.10| 1.53| -0.11| 6.77| 66.41|

| 9-14|si | Cls Ty| -0.26| 0.81| -0.29| 56.70| 7.88|

-------------------------------------------------------------- PROGR. 317.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 3- 1| 219446.3| 14997.0| 0.0| 7498.5| -274.8| 2325.4|

| 8- 9| 36740.4| 105861.1| 0.0| -18370.2| -2692.1| 353.1|

| 9-14| -300309.7| 156788.5| 0.0| -25637.5| 321.5| -2974.1|

DEFORMAZIONI


| 3- 1|si |Acc | 0.68| 0.22| -0.19| 140.23| 18.81|

| 8- 9|si | Tz | -0.12| 1.12| -0.13| 14.31| 123.90|

| 9-14|si | Cls Ty| -0.36| 0.64| -0.43| 119.83| 14.71|

-------------------------------------------------------------- PROGR. 362.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 1| 324669.5| 24557.6| 0.0| 7498.5| -274.8| 2325.4|

| 8- 9| 36346.8| 227677.5| 0.0| -18173.4| -2692.1| 353.1|

| 9-13| -435191.5| 161743.0| 0.0| -26731.5| -674.0| -2967.9|

| 9-14| -434888.2| 142238.6| 0.0| -25440.7| 321.5| -2974.1|

DEFORMAZIONI


| 3- 1|si |Acc | 0.91| 0.25| -0.31| 164.85| 21.72|

| 8- 9|si | Tz | -0.17| 0.84| -0.18| 16.83| 143.06|

| 9-13|si | Cls | -0.49| 0.55| -0.60| 67.20| 17.02|

| 9-14|si | Ty| 0.49| 0.54| -0.58| 140.87| 16.98|

-------------------------------------------------------------- PROGR. 362.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 9| -25476.8| -418673.2| 0.0| -8984.2| -2537.1| 402.0|

| 9-14| 272996.9| -240986.1| 0.0| -9854.3| -922.8| -2259.7|

| 9-15| 262534.4| -320741.9| 0.0| -10870.6| -1602.8| -2165.9|

DEFORMAZIONI


| 8- 9|si | Tz | 0.38| 0.43| -0.29| 17.85| 125.65|

| 9-14|si | Ty| 0.55| 0.46| -0.47| 49.08| 22.35|

| 9-15|si |AccCls | 0.58| 0.47| -0.51| 28.26| 23.32|

-------------------------------------------------------------- PROGR. 402.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 8- 9| -17622.6| -317824.2| 0.0| -8811.3| -2537.1| 402.0|

| 9-14| 183172.4| -204303.1| 0.0| -9681.4| -922.8| -2259.7|

| 9-15| 176438.1| -257031.4| 0.0| -10697.7| -1602.8| -2165.9|

DEFORMAZIONI


| 8- 9|si | Tz | -0.14| 0.54| -0.16| 17.20| 114.07|

| 9-14|si | Ty| -0.20| 0.55| -0.24| 47.28| 20.29|

| 9-15|si |AccCls | -0.22| 0.56| -0.26| 27.22| 21.17|

-------------------------------------------------------------- PROGR. 442.


Trasv. Z |N. 8|A 4.0|


SOLLECITAZIONI


| 1- 1| 46170.5| -267975.9| 0.0| -12046.0| -2190.0| -600.1|

| 3- 1| -57036.2| 7581.0| 0.0| 2315.3| -19.8| 1744.9|

| 8- 9| 17276.8| -216975.2| 0.0| -8638.4| -2537.1| 402.0|

| 9-14| 93347.8| -167620.1| 0.0| -9508.4| -922.8| -2259.7|

DEFORMAZIONI


| 1- 1|si | Cls | -0.19| 0.60| -0.21| 9.87| 27.80|

| 3- 1|si |Acc | 0.19| 0.21| -0.05| 1091.65| 9.56|

| 8- 9|si | Tz | -0.13| 0.57| -0.15| 8.52| 41.50|

| 9-14|si | Ty| -0.17| 0.59| -0.20| 23.42| 7.38|

-------------------------------------------------------------- PROGR. 481.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 23642.5| -180921.8| 0.0| -11821.2| -2190.0| -600.1|

| 8- 9| 22463.6| -116126.2| 0.0| -8465.5| -2537.1| 402.0|

| 9-14| 18671.1| -130937.1| 0.0| -9335.5| -922.8| -2259.7|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.12| 0.77| -0.13| 8.32| 27.80|

| 8- 9|si | Tz | -0.09| 0.79| -0.09| 7.19| 41.50|

| 9-14|si | Ty| -0.09| 0.80| -0.10| 19.76| 7.38|

-------------------------------------------------------------- PROGR. 521.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 1| 81685.6| 9155.1| 0.0| 2315.3| -19.8| 1744.9|




| 8- 9| 38443.8| -16585.1| 0.0| -8292.6| -2537.1| 402.0|

| 9- 2| 93406.9| -74112.8| 0.0| -4068.9| -966.4| 1579.1|

| 9-14| -86301.3| -94254.0| 0.0| -9162.6| -922.8| -2259.7|

DEFORMAZIONI


| 3- 1|si |Acc | 0.24| 0.24| -0.08| 920.79| 9.56|

| 8- 9|si | Tz | -0.06| 1.09| -0.06| 7.19| 41.50|

| 9- 2|si | Cls | 0.16| 0.48| -0.15| 18.86| 10.56|

| 9-14|si | Ty| -0.13| 0.66| -0.15| 19.76| 7.38|

-------------------------------------------------------------- PROGR. 561.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 1| 151046.5| 9942.1| 0.0| 2315.3| -19.8| 1744.9|

| 8- 9| 54423.9| 85571.8| 0.0| -8119.6| -2537.1| 402.0|

| 9-14| -176125.9| -57571.0| 0.0| -8989.7| -922.8| -2259.7|

DEFORMAZIONI


| 3- 1|si |Acc | 0.39| 0.27| -0.14| 920.79| 9.56|

| 8- 9|si | Tz | -0.09| 0.73| -0.11| 7.19| 41.50|

| 9-14|si | Cls Ty| 0.22| 0.51| -0.23| 19.76| 7.38|

-------------------------------------------------------------- PROGR. 601.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 1| 220407.3| 10729.2| 0.0| 2315.3| -19.8| 1744.9|

| 8- 9| 70404.1| 186420.8| 0.0| -7946.7| -2537.1| 402.0|

| 9-14| -265950.5| -20888.0| 0.0| -8816.8| -922.8| -2259.7|

| 9-15| -254042.9| 61521.1| 0.0| -9833.1| -1602.8| -2165.9|

DEFORMAZIONI


| 3- 1|si |Acc | 0.54| 0.28| -0.21| 920.79| 9.56|

| 8- 9|si | Tz | -0.16| 0.55| -0.19| 7.19| 41.50|

| 9-14|si | Ty| 0.39| 0.43| -0.30| 19.76| 7.38|

| 9-15|si | Cls | 0.37| 0.46| -0.31| 11.37| 7.70|

-------------------------------------------------------------- PROGR. 640.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 3- 1| 289768.2| 11516.2| 0.0| 2315.3| -19.8| 1744.9|

| 8- 9| 86384.2| 287269.8| 0.0| -7773.8| -2537.1| 402.0|

| 9-14| -355775.0| 17287.8| 0.0| -8643.9| -922.8| -2259.7|

| 9-15| -340139.1| 125231.7| 0.0| -9660.2| -1602.8| -2165.9|

DEFORMAZIONI


| 3- 1|si |Acc | 0.69| 0.29| -0.28| 1945.99| 25.07|

| 8- 9|si | Tz | 0.31| 0.48| -0.28| 15.19| 108.82|

| 9-14|si | Ty| 0.58| 0.40| -0.39| 41.75| 19.36|

| 9-15|si | Cls | 0.60| 0.43| -0.45| 24.04| 20.20|

-------------------------------------------------------------- PROGR. 680.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 9| 102364.4| 388118.8| 0.0| -7600.9| -2537.1| 402.0|

| 9- 3| 363848.7| 216009.2| 0.0| -4393.5| -1646.3| 1672.9|

| 9-14| -445599.6| 52478.1| 0.0| -8471.0| -922.8| -2259.7|

| 9-15| -426235.3| 188942.2| 0.0| -9487.3| -1602.8| -2165.9|

DEFORMAZIONI


| 8- 9|si | Tz | 0.47| 0.44| -0.37| 17.85| 125.65|

| 9- 3|si |Acc | 0.86| 0.39| -0.55| 27.51| 30.19|

| 9-14|si | Ty| 0.81| 0.39| -0.51| 49.08| 22.35|

| 9-15|si | Cls | 0.85| 0.41| -0.60| 28.26| 23.32|

-------------------------------------------------------------- PROGR. 680.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 131451.8| 879619.8| 0.0| -7932.5| 6220.3| -930.6|

| 9-15| 202725.1| 414789.8| 0.0| -5534.9| 1322.6| -1424.5|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 1.20| 0.38| -0.74| 7.28| 54.28|

| 9-15|si | Ty| 0.72| 0.42| -0.52| 34.25| 35.46|

-------------------------------------------------------------- PROGR. 695.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 117608.6| 787092.2| 0.0| -7848.3| 6220.3| -930.6|

| 8-12| 113816.1| 811935.4| 0.0| -7145.0| 1899.4| -970.1|

| 9-15| 181535.5| 395115.6| 0.0| -5470.2| 1322.6| -1424.5|

DEFORMAZIONI


| 1- 1|si | Tz | 1.00| 0.39| -0.65| 7.40| 47.97|

| 8-12|si |AccCls | 1.05| 0.39| -0.66| 24.23| 46.02|

| 9-15|si | Ty| 0.62| 0.42| -0.46| 34.80| 31.34|

-------------------------------------------------------------- PROGR. 710.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 103765.4| 694564.6| 0.0| -7764.2| 6220.3| -930.6|

| 8-12| 99386.2| 783681.4| 0.0| -7080.3| 1899.4| -970.1|

| 9-15| 160346.0| 375441.3| 0.0| -5405.5| 1322.6| -1424.5|

DEFORMAZIONI





| 1- 1|si | Tz | 0.49| 0.45| -0.39| 7.56| 49.28|

| 8-12|si |AccCls | 0.56| 0.43| -0.43| 24.75| 47.27|

| 9-15|si | Ty| 0.33| 0.47| -0.30| 35.55| 32.19|

-------------------------------------------------------------- PROGR. 725.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 89922.1| 602037.0| 0.0| -7680.1| 6220.3| -930.6|

| 8-10| 81037.5| 759802.5| 0.0| -7034.4| 1907.6| -894.1|

| 8-12| 84956.3| 755427.3| 0.0| -7015.6| 1899.4| -970.1|

| 9-15| 139156.4| 355767.1| 0.0| -5340.8| 1322.6| -1424.5|

DEFORMAZIONI


| 1- 1|si | Tz | 0.41| 0.45| -0.34| 7.56| 49.28|

| 8-10|si |Acc | 0.53| 0.43| -0.40| 24.65| 51.29|

| 8-12|si | Cls | 0.53| 0.43| -0.40| 24.75| 47.27|

| 9-15|si | Ty| 0.30| 0.47| -0.27| 35.55| 32.19|

-------------------------------------------------------------- PROGR. 740.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 76078.9| 509509.4| 0.0| -7596.0| 6220.3| -930.6|

| 8-10| 67738.4| 731426.6| 0.0| -6969.7| 1907.6| -894.1|

| 8-12| 70526.5| 727173.3| 0.0| -6950.9| 1899.4| -970.1|

| 9-15| 117966.9| 336092.8| 0.0| -5276.1| 1322.6| -1424.5|

DEFORMAZIONI


| 1- 1|si | Tz | 0.58| 0.41| -0.41| 7.40| 47.97|

| 8-10|si |Acc | 0.88| 0.38| -0.55| 24.13| 49.93|

| 8-12|si | Cls | 0.88| 0.39| -0.55| 24.23| 46.02|

| 9-15|si | Ty| 0.46| 0.43| -0.34| 34.80| 31.34|

-------------------------------------------------------------- PROGR. 754.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 62235.7| 416981.8| 0.0| -7511.9| 6220.3| -930.6|

| 8-10| 54439.3| 703050.8| 0.0| -6905.0| 1907.6| -894.1|

| 9-15| 96777.3| 316418.5| 0.0| -5211.3| 1322.6| -1424.5|

DEFORMAZIONI


| 1- 1|si | Tz | 0.46| 0.42| -0.34| 7.28| 47.01|

| 8-10|si |AccCls | 0.88| 0.37| -0.51| 23.74| 48.93|

| 9-15|si | Ty| 0.43| 0.43| -0.32| 34.25| 30.71|

-------------------------------------------------------------- PROGR. 769.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 48392.4| 324454.2| 0.0| -7427.7| 6220.3| -930.6|

| 8-10| 41140.2| 674674.9| 0.0| -6840.2| 1907.6| -894.1|

| 9-15| 75587.7| 296744.3| 0.0| -5146.6| 1322.6| -1424.5|

DEFORMAZIONI


| 1- 1|si | Tz | 0.32| 0.45| -0.26| 7.28| 47.01|

| 8-10|si |AccCls | 0.82| 0.37| -0.47| 23.74| 48.93|

| 9-15|si | Ty| 0.37| 0.43| -0.28| 34.25| 30.71|

-------------------------------------------------------------- PROGR. 784.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 34549.2| 231926.6| 0.0| -7343.6| 6220.3| -930.6|

| 8- 9| 13817.3| 666142.9| 0.0| -6908.7| 1722.6| -388.6|

| 8-10| 27841.1| 646299.0| 0.0| -6775.5| 1907.6| -894.1|

| 9-15| 54398.2| 277070.0| 0.0| -5081.9| 1322.6| -1424.5|

DEFORMAZIONI


| 1- 1|si | Tz | 0.18| 0.51| -0.18| 6.74| 47.01|

| 8- 9|si |Acc | 0.77| 0.36| -0.43| 24.33| 112.57|

| 8-10|si | Cls | 0.77| 0.36| -0.44| 21.97| 48.93|

| 9-15|si | Ty| 0.32| 0.43| -0.24| 31.69| 30.71|

-------------------------------------------------------------- PROGR. 799.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 20706.0| 139399.0| 0.0| -7259.5| 6220.3| -930.6|

| 8- 9| -13687.9| 640519.4| 0.0| -6843.9| 1722.6| -388.6|

| 9-15| 33208.6| 257395.7| 0.0| -5017.2| 1322.6| -1424.5|

DEFORMAZIONI


| 1- 1|si | Tz | -0.09| 0.66| -0.10| 6.74| 47.01|

| 8- 9|si |AccCls | 0.74| 0.36| -0.41| 24.33| 112.57|

| 9-15|si | Ty| 0.27| 0.43| -0.20| 31.69| 30.71|

-------------------------------------------------------------- PROGR. 799.


Trasv. Z |N. 10|A 5.0|


SOLLECITAZIONI


| 8- 5| -761.9| -51956.5| 0.0| -107.7| 810.1| 22.7|

| 8- 8| 334.2| -52370.6| 0.0| -73.9| 981.3| -12.7|

| 8- 9| 1509.3| 18667.0| 0.0| -754.6| -1293.2| -2.6|

| 9-15| 2592.9| -7980.5| 0.0| -440.4| -128.9| -76.0|

DEFORMAZIONI


| 8- 5|si | Cls | 0.07| 0.30| -0.03| 30.86| 1926.36|

| 8- 8|si |Acc | 0.07| 0.30| -0.03| 25.47| 3453.63|

| 8- 9|si | Tz | -0.01| 0.58| -0.01| 19.33| 16589.78|




| 9-15|si | Ty| -0.01| 0.63| -0.01| 193.90| 575.88|

-------------------------------------------------------------- PROGR. 802.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 8- 7| -605.8| -54987.2| 0.0| -89.6| 823.2| 17.9|

| 8- 8| 291.1| -55707.0| 0.0| -59.1| 981.3| -12.7|

| 8- 9| 1479.7| 23063.9| 0.0| -739.8| -1293.2| -2.6|

| 9-15| 2334.6| -7542.2| 0.0| -425.6| -128.9| -76.0|

DEFORMAZIONI


| 8- 7|si | Cls | 0.04| 0.36| -0.02| 53.00| 2565.29|

| 8- 8|si |Acc | 0.04| 0.36| -0.02| 44.47| 3620.37|

| 8- 9|si | Tz | -0.01| 0.57| -0.01| 33.74| 17390.74|

| 9-15|si | Ty| 0.00| 0.69| -0.01| 338.47| 603.68|

-------------------------------------------------------------- PROGR. 806.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 8- 8| 248.0| -59043.4| 0.0| -44.3| 981.3| -12.7|

| 8- 9| 1450.1| 27460.9| 0.0| -725.1| -1293.2| -2.6|

| 9-15| 2076.4| -7103.9| 0.0| -410.8| -128.9| -76.0|

DEFORMAZIONI


| 8- 8|si |AccCls | 0.04| 0.36| -0.02| 41.02| 3620.37|

| 8- 9|si | Tz | -0.01| 0.53| -0.01| 31.12| 17390.74|

| 9-15|si | Ty| 0.00| 0.70| 0.00| 312.23| 603.68|

-------------------------------------------------------------- PROGR. 809.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 8- 8| 205.0| -62379.9| 0.0| -29.5| 981.3| -12.7|

| 8- 9| 1420.5| 31857.9| 0.0| -710.3| -1293.2| -2.6|

| 9-15| 1818.1| -6665.6| 0.0| -396.1| -128.9| -76.0|

DEFORMAZIONI


| 8- 8|si |AccCls | 0.05| 0.35| -0.03| 37.57| 3086.21|

| 8- 9|si | Tz | 0.02| 0.50| -0.02| 28.51| 14824.84|

| 9-15|si | Ty| 0.00| 0.71| 0.00| 285.98| 514.61|

-------------------------------------------------------------- PROGR. 813.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 8- 8| 161.9| -65716.3| 0.0| -14.7| 981.3| -12.7|

| 8- 9| 1390.9| 36254.8| 0.0| -695.5| -1293.2| -2.6|

| 9-15| 1559.8| -6227.3| 0.0| -381.3| -128.9| -76.0|

DEFORMAZIONI


| 8- 8|si |AccCls | 0.05| 0.35| -0.03| 37.57| 3620.37|

| 8- 9|si | Tz | 0.02| 0.48| -0.02| 28.51| 17390.74|

| 9-15|si | Ty| 0.00| 0.73| 0.00| 285.98| 603.68|

-------------------------------------------------------------- PROGR. 816.


Trasv. Z |N. 14|A 7.0|


SOLLECITAZIONI


| 8- 8| 118.8| -69052.7| 0.0| 0.1| 981.3| -12.7|

| 8- 9| 1361.4| 40651.8| 0.0| -680.7| -1293.2| -2.6|

| 9-15| 1301.5| -5789.0| 0.0| -366.5| -128.9| -76.0|

DEFORMAZIONI


| 8- 8|si |AccCls | 0.05| 0.35| -0.03| 34.12| 3620.37|

| 8- 9|si | Tz | 0.02| 0.46| -0.02| 25.89| 17390.74|

| 9-15|si | Ty| 0.00| 0.75| 0.00| 259.74| 603.68|

-------------------------------------------------------------- PROGR. 819.


Trasv. Z |N. 12|A 6.0|


SOLLECITAZIONI


| 8- 8| 75.8| -72389.1| 0.0| 14.9| 981.3| -12.7|

| 8- 9| 1331.8| 45048.7| 0.0| -665.9| -1293.2| -2.6|

| 9-15| 1043.2| -5350.6| 0.0| -351.7| -128.9| -76.0|

DEFORMAZIONI


| 8- 8|si |AccCls | 0.05| 0.35| -0.03| 30.68| 3086.21|

| 8- 9|si | Tz | 0.03| 0.45| -0.02| 23.28| 14824.84|

| 9-15|si | Ty| 0.00| 0.78| 0.00| 233.50| 514.61|

-------------------------------------------------------------- PROGR. 823.


Trasv. Z |N. 12|A 6.0|


SOLLECITAZIONI


| 8- 8| 59.3| -75725.6| 0.0| 29.7| 981.3| -12.7|

| 8- 9| 1302.2| 49445.7| 0.0| -651.1| -1293.2| -2.6|

| 9-15| 785.0| -4912.3| 0.0| -336.9| -128.9| -76.0|

DEFORMAZIONI


| 8- 8|si |AccCls | 0.06| 0.35| -0.03| 30.68| 3086.21|

| 8- 9|si | Tz | 0.03| 0.44| -0.02| 23.28| 14824.84|

| 9-15|si | Ty| 0.00| 0.81| 0.00| 233.50| 514.61|

-------------------------------------------------------------- PROGR. 826.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 8- 8| -88.9| -79062.0| 0.0| 44.5| 981.3| -12.7|




| 8- 9| 1272.6| 53842.7| 0.0| -636.3| -1293.2| -2.6|

| 9-15| 644.2| -4474.0| 0.0| -322.1| -128.9| -76.0|

DEFORMAZIONI


| 8- 8|si |AccCls | 0.06| 0.35| -0.03| 44.47| 3620.37|

| 8- 9|si | Tz | 0.03| 0.43| -0.02| 33.74| 17390.74|

| 9-15|si | Ty| 0.00| 0.84| 0.00| 338.47| 603.68|



| 255| 0.| 836.| 15| 271|

| 613| 836.| 921.| 271| 50|


| Rett.| 0.| 921.| 921.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 2| 94270.9|-1307895.9| 0.0| -17973.5| -2098.4| -277.8|

| 8- 9| -158639.0|-1304352.1| 0.0| -18539.1| -1955.4| 458.8|

| 9- 4| -499051.5| 212176.7| 0.0| -19329.0| 432.3| 1450.6|

DEFORMAZIONI


| 8- 2|si | Tz | 1.39| 0.44| -1.09| 21.59| 181.84|

| 8- 9|si |AccCls | 1.73| 0.41| -1.19| 23.16| 110.10|

| 9- 4|si | Ty| 0.85| 0.51| -0.87| 104.79| 34.82|

-------------------------------------------------------------- PROGR. 104.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 3| -2313.7| -933100.2| 0.0| 159.9| -1624.9| 8.1|

| 8- 2| 70658.4|-1129532.3| 0.0| -17603.8| -2098.4| -277.8|

| 8- 9| -119643.4|-1138143.8| 0.0| -18169.3| -1955.4| 458.8|

| 9- 4| -375751.4| 175434.8| 0.0| -18959.3| 432.3| 1450.6|

DEFORMAZIONI


| 2- 3|si |Acc | 1.42| 0.30| -0.60| 27.88| 5431.52|

| 8- 2|si | Tz | 1.09| 0.45| -0.90| 21.59| 157.48|

| 8- 9|si | Cls | 1.16| 0.46| -0.99| 23.16| 95.36|

| 9- 4|si | Ty| -0.53| 0.56| -0.65| 104.79| 30.16|

-------------------------------------------------------------- PROGR. 209.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 3| -1629.0| -794987.3| 0.0| 159.9| -1624.9| 8.1|

| 8- 2| 47046.0| -951168.7| 0.0| -17234.0| -2098.4| -277.8|

| 8- 9| -80647.8| -971935.5| 0.0| -17799.6| -1955.4| 458.8|

| 9- 4| -252451.3| 138693.0| 0.0| -18589.5| 432.3| 1450.6|

DEFORMAZIONI


| 2- 3|si |Acc | 1.21| 0.30| -0.51| 9.14| 2911.29|

| 8- 2|si | Tz | 0.81| 0.47| -0.73| 7.08| 84.41|

| 8- 9|si | Cls | 0.86| 0.48| -0.80| 7.59| 51.11|

| 9- 4|si | Ty| -0.38| 0.67| -0.44| 34.35| 16.16|

-------------------------------------------------------------- PROGR. 313.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 3| -944.4| -656874.5| 0.0| 159.9| -1624.9| 8.1|

| 8- 2| 33728.6| -772805.2| 0.0| -16864.3| -2098.4| -277.8|

| 8- 9| -41652.2| -805727.2| 0.0| -17429.8| -1955.4| 458.8|

| 9- 4| -129151.2| 101951.1| 0.0| -18219.8| 432.3| 1450.6|

DEFORMAZIONI


| 2- 3|si |Acc | 1.00| 0.29| -0.41| 11.22| 2911.29|

| 8- 2|si | Tz | 0.55| 0.51| -0.58| 8.69| 84.41|

| 8- 9|si | Cls | 0.58| 0.51| -0.61| 9.32| 51.11|

| 9- 4|si | Ty| -0.23| 0.93| -0.26| 42.18| 16.16|

-------------------------------------------------------------- PROGR. 418.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 3| -319.8| -518761.6| 0.0| 159.9| -1624.9| 8.1|

| 8- 2| -32989.1| -594441.6| 0.0| -16494.5| -2098.4| -277.8|

| 8-11| -34132.9| -641075.8| 0.0| -17066.4| -1931.5| 412.7|

| 9- 4| -35700.1| 65209.2| 0.0| -17850.0| 432.3| 1450.6|

DEFORMAZIONI


| 2- 3|si |Acc | 0.79| 0.29| -0.32| 11.22| 2071.21|




| 8- 2|si | Tz | -0.40| 0.58| -0.44| 8.69| 60.05|

| 8-11|si | Cls | 0.56| 0.46| -0.48| 9.44| 40.42|

| 9- 4|si | Ty| -0.15| 1.56| -0.16| 42.18| 11.50|

-------------------------------------------------------------- PROGR. 522.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 77347.5| -258722.6| 0.0| -38673.7| -1030.1| 136.9|

| 2- 3| 424.8| -380648.8| 0.0| 159.9| -1624.9| 8.1|

| 8- 2| -32249.6| -416078.1| 0.0| -16124.8| -2098.4| -277.8|

| 9- 4| 117449.0| 34960.6| 0.0| -17480.3| 432.3| 1450.6|

DEFORMAZIONI


| 1- 1|si | Cls | -0.39| 1.25| -0.41| 17.70| 121.83|

| 2- 3|si |Acc | 0.58| 0.29| -0.24| 11.22| 2071.21|

| 8- 2|si | Tz | -0.29| 0.71| -0.32| 8.69| 60.05|

| 9- 4|si | Ty| -0.20| 1.05| -0.22| 42.18| 11.50|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 4| -206505.0| 36665.8| 0.0| 649.9| -126.3| -1240.9|

| 8- 2| -47403.9| -237714.5| 0.0| -15755.0| -2098.4| -277.8|

| 9- 3| 239651.0| -142406.2| 0.0| -16968.4| -554.5| 1445.0|

| 9- 4| 240749.1| -34221.1| 0.0| -17110.5| 432.3| 1450.6|

DEFORMAZIONI


| 3- 4|si |Acc | 0.61| 0.31| -0.28| 144.34| 18.90|

| 8- 2|si | Tz | -0.21| 0.89| -0.23| 8.69| 84.41|

| 9- 3|si | Cls | 0.38| 0.53| -0.42| 32.88| 16.23|

| 9- 4|si | Ty| -0.30| 0.70| -0.36| 42.18| 16.16|

-------------------------------------------------------------- PROGR. 731.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| -311979.6| 47401.6| 0.0| 649.9| -126.3| -1240.9|

| 8- 2| -71016.3| -59350.9| 0.0| -15385.3| -2098.4| -277.8|

| 9- 3| 362478.6| -95276.8| 0.0| -16598.7| -554.5| 1445.0|

| 9- 4| 364049.2| -45016.5| 0.0| -16740.8| 432.3| 1450.6|

DEFORMAZIONI


| 3- 4|si |Acc | 0.91| 0.32| -0.42| 358.63| 35.25|

| 8- 2|si | Tz | -0.16| 1.14| -0.17| 21.59| 157.48|

| 9- 3|si | Cls | 0.49| 0.54| -0.57| 81.69| 30.27|

| 9- 4|si | Ty| 0.45| 0.54| -0.54| 104.79| 30.16|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| -417454.2| 58137.4| 0.0| 649.9| -126.3| -1240.9|

| 8- 2| -94628.8| 119012.6| 0.0| -15015.5| -2098.4| -277.8|

| 9- 4| 487349.3| -81758.4| 0.0| -16371.0| 432.3| 1450.6|

DEFORMAZIONI


| 3- 4|si |Acc | 1.20| 0.32| -0.56| 358.63| 40.71|

| 8- 2|si | Tz | -0.20| 0.91| -0.22| 21.59| 181.84|

| 9- 4|si | Cls Ty| 0.81| 0.48| -0.74| 104.79| 34.82|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 2| 21362.5| 183791.4| 0.0| 276.1| 1257.1| -146.1|

| 9- 4| -37540.8| -168314.5| 0.0| -5981.8| -1151.3| 256.8|

| 9- 5| 22522.6| 239423.2| 0.0| -5323.5| 1637.6| -154.1|

| 9-12| -24553.7| -239408.7| 0.0| -6067.5| -1637.5| 167.9|

DEFORMAZIONI


| 3- 2|si |Acc | 0.30| 0.32| -0.14| 36.03| 345.70|

| 9- 4|si | Ty| 0.13| 0.53| -0.14| 39.34| 196.72|

| 9- 5|si | Tz | 0.22| 0.44| -0.17| 27.66| 327.89|

| 9-12|si | Cls | 0.21| 0.46| -0.18| 27.66| 300.77|

-------------------------------------------------------------- PROGR. 846.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -46146.7| -46146.7| 0.0| -23073.4| -37.8| 26.7|

| 3- 2| 18692.2| 160817.5| 0.0| 276.1| 1257.1| -146.1|

| 9- 4| -32848.2| -147275.2| 0.0| -5902.3| -1151.3| 256.8|

| 9- 5| 19707.3| 209495.3| 0.0| -5244.0| 1637.6| -154.1|

DEFORMAZIONI


| 1- 1|si | Cls | -0.11| 1.60| -0.12| 1242.52| 1717.48|

| 3- 2|si |Acc | 0.14| 0.37| -0.08| 37.40| 313.85|

| 9- 4|si | Ty| -0.08| 0.61| -0.09| 40.84| 178.59|

| 9- 5|si | Tz | 0.10| 0.52| -0.11| 28.71| 297.68|

-------------------------------------------------------------- PROGR. 857.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -45940.1| -45940.1| 0.0| -22970.0| -37.8| 26.7|

| 3- 2| 16021.9| 137843.6| 0.0| 276.1| 1257.1| -146.1|

| 9- 4| -28155.6| -126235.8| 0.0| -5822.8| -1151.3| 256.8|

| 9- 5| 16892.0| 179567.4| 0.0| -5164.5| 1637.6| -154.1|

DEFORMAZIONI





| 1- 1|si | Cls | -0.11| 1.60| -0.11| 1242.52| 1970.88|

| 3- 2|si |Acc | 0.12| 0.37| -0.07| 37.40| 360.15|

| 9- 4|si | Ty| -0.07| 0.65| -0.08| 40.84| 204.94|

| 9- 5|si | Tz | -0.08| 0.55| -0.10| 28.71| 341.60|

-------------------------------------------------------------- PROGR. 868.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -45733.4| -45733.4| 0.0| -22866.7| -37.8| 26.7|

| 9- 4| -23463.0| -105196.5| 0.0| -5743.3| -1151.3| 256.8|

| 9- 5| 14076.7| 149639.5| 0.0| -5085.0| 1637.6| -154.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.11| 1242.52| 1970.88|

| 9- 4|si | Ty| -0.06| 0.70| -0.07| 40.84| 204.94|

| 9- 5|si | Tz | -0.07| 0.58| -0.08| 28.71| 341.60|

-------------------------------------------------------------- PROGR. 878.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 1- 1| -45526.7| -45526.7| 0.0| -22763.3| -37.8| 26.7|

| 9- 4| -18770.4| -84157.2| 0.0| -5663.8| -1151.3| 256.8|

| 9- 5| 11261.3| 119711.6| 0.0| -5005.5| 1637.6| -154.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.11| 1331.92| 1970.88|

| 9- 4|si | Ty| -0.05| 0.78| -0.06| 43.78| 204.94|

| 9- 5|si | Tz | -0.06| 0.64| -0.07| 30.78| 341.60|

-------------------------------------------------------------- PROGR. 889.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -45320.0| -45320.0| 0.0| -22660.0| -37.8| 26.7|

| 9- 4| -14077.8| -63117.9| 0.0| -5584.3| -1151.3| 256.8|

| 9- 5| 9852.0| 89783.7| 0.0| -4926.0| 1637.6| -154.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.11| 1242.52| 1970.88|

| 9- 4|si | Ty| -0.04| 0.89| -0.05| 40.84| 204.94|

| 9- 5|si | Tz | -0.05| 0.74| -0.05| 28.71| 341.60|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -45113.3| -45113.3| 0.0| -22556.6| -37.8| 26.7|

| 9- 4| -11009.6| -42078.6| 0.0| -5504.8| -1151.3| 256.8|

| 9- 5| 9693.0| 59855.8| 0.0| -4846.5| 1637.6| -154.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.60| -0.11| 1153.11| 1970.88|

| 9- 4|si | Ty| -0.03| 1.05| -0.04| 37.90| 204.94|

| 9- 5|si | Tz | -0.04| 0.88| -0.04| 26.64| 341.60|

-------------------------------------------------------------- PROGR. 910.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| -44906.6| -44906.6| 0.0| -22453.3| -37.8| 26.7|

| 9- 4| -10850.6| -21039.3| 0.0| -5425.3| -1151.3| 256.8|

| 9- 5| 9534.0| 29927.9| 0.0| -4767.0| 1637.6| -154.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.12| 1.53| -0.13| 928.81| 1638.38|

| 9- 4|si | Ty| -0.03| 1.28| -0.04| 30.53| 170.37|

| 9- 5|si | Tz | -0.03| 1.09| -0.03| 21.46| 283.97|

-------------------------------------------------------------- PROGR. 921.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 44699.9| 44699.9| 0.0| -22350.0| -37.8| 26.7|

| 9- 4| 10691.6| 10691.6| 0.0| -5345.8| -1151.3| 256.8|

| 9- 5| 9375.1| 9375.1| 0.0| -4687.5| 1637.6| -154.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.12| 1.53| -0.13| 1197.02| 1891.78|

| 9- 4|si | Ty| -0.03| 1.54| -0.03| 39.34| 196.72|

| 9- 5|si | Tz | -0.03| 1.54| -0.03| 27.66| 327.89|



| 220| 0.| 518.| 3| 62|

| 521| 518.| 955.| 62| 263|

| 522| 955.| 1093.| 263| 58|


| Rett.| 0.| 1093.| 1093.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|










| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 2| 559649.1| 55249.6| 0.0| 7831.3| 167.3| -2494.3|

| 8-14| 204104.2| 855618.2| 0.0| -17747.0| 2940.0| -893.7|

| 9- 8| 639505.9| 342583.1| 0.0| -10020.1| 1515.6| -2834.3|

DEFORMAZIONI


| 3- 2|si |Acc | 1.53| 0.28| -0.60| 270.79| 20.25|

| 8-14|si | Tz | 1.01| 0.45| -0.84| 15.41| 56.52|

| 9- 8|si | Cls Ty| 1.51| 0.40| -1.01| 29.89| 17.82|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 2| 446781.1| 47680.5| 0.0| 7831.3| 167.3| -2494.3|

| 8-14| 163663.5| 722582.9| 0.0| -17550.2| 2940.0| -893.7|

| 9- 8| 511252.7| 274003.1| 0.0| -9823.3| 1515.6| -2834.3|

DEFORMAZIONI


| 3- 2|si |Acc | 1.27| 0.27| -0.47| 270.79| 17.54|

| 8-14|si | Tz | 0.77| 0.47| -0.68| 15.41| 48.95|

| 9- 8|si | Cls Ty| 1.15| 0.41| -0.80| 29.89| 15.43|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 2| 333913.0| 40111.5| 0.0| 7831.3| 167.3| -2494.3|

| 8-14| 123222.8| 589547.5| 0.0| -17353.4| 2940.0| -893.7|

| 9- 8| 382999.4| 205423.1| 0.0| -9626.4| 1515.6| -2834.3|

DEFORMAZIONI


| 3- 2|si |Acc | 1.00| 0.26| -0.35| 108.99| 6.69|

| 8-14|si | Tz | 0.53| 0.50| -0.53| 6.20| 18.67|

| 9- 8|si | Cls Ty| 0.80| 0.42| -0.59| 12.03| 5.89|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 2| 221044.9| 32542.4| 0.0| 7831.3| 167.3| -2494.3|

| 8- 3| -63242.6| -513696.4| 0.0| -17835.1| -1445.5| 753.7|

| 8-14| 82782.1| 456512.2| 0.0| -17156.5| 2940.0| -893.7|

| 9- 8| 254746.2| 136843.1| 0.0| -9429.6| 1515.6| -2834.3|

DEFORMAZIONI


| 3- 2|si |Acc | 0.74| 0.23| -0.22| 108.99| 6.69|

| 8- 3|si | Cls | 0.36| 0.53| -0.40| 12.61| 22.13|

| 8-14|si | Tz | -0.34| 0.55| -0.39| 6.20| 18.67|

| 9- 8|si | Ty| 0.46| 0.46| -0.39| 12.03| 5.89|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 1| -3654.7| -343990.5| 0.0| 1827.4| -1947.8| 68.6|

| 8- 3| -35276.6| -448286.2| 0.0| -17638.3| -1445.5| 753.7|

| 8-14| 42341.4| 323476.8| 0.0| -16959.7| 2940.0| -893.7|

| 9- 8| 126492.9| 68263.1| 0.0| -9232.8| 1515.6| -2834.3|

DEFORMAZIONI


| 2- 1|si |Acc | 0.55| 0.27| -0.20| 7.62| 342.01|

| 8- 3|si | Cls | -0.29| 0.56| -0.32| 10.27| 31.11|

| 8-14|si | Tz | -0.22| 0.68| -0.25| 5.05| 26.24|

| 9- 8|si | Ty| -0.15| 0.59| -0.19| 9.80| 8.27|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 1| 3654.7| -255852.2| 0.0| 1827.4| -1947.8| 68.6|

| 8- 3| 34882.9| -382875.9| 0.0| -17441.4| -1445.5| 753.7|

| 8-14| 33525.7| 190441.5| 0.0| -16762.8| 2940.0| -893.7|

| 9- 8| -18071.9| -18071.9| 0.0| -9035.9| 1515.6| -2834.3|

DEFORMAZIONI


| 2- 1|si |Acc | 0.43| 0.26| -0.15| 9.36| 342.01|

| 8- 3|si | Cls | -0.25| 0.61| -0.28| 12.61| 31.11|

| 8-14|si | Tz | -0.15| 0.89| -0.16| 6.20| 26.24|

| 9- 8|si | Ty| -0.05| 1.54| -0.05| 12.03| 8.27|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 2| -117559.3| 15662.6| 0.0| 7831.3| 167.3| -2494.3|

| 8-14| -38540.0| 57406.1| 0.0| -16566.0| 2940.0| -893.7|

| 9- 8| -130013.6| -68896.8| 0.0| -8839.1| 1515.6| -2834.3|

| 9- 9| 130547.1| -191162.7| 0.0| -24971.5| -21.1| 2694.3|




DEFORMAZIONI


| 3- 2|si |Acc | 0.50| 0.15| -0.09| 108.99| 6.69|

| 8-14|si | Tz | -0.11| 1.26| -0.11| 6.20| 18.67|

| 9- 8|si | Ty| -0.16| 0.57| -0.19| 12.03| 5.89|

| 9- 9|si | Cls | -0.25| 0.84| -0.27| 863.93| 6.19|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 2| -230427.3| 15662.6| 0.0| 7831.3| 167.3| -2494.3|

| 8-14| -78980.6| -75629.2| 0.0| -16369.2| 2940.0| -893.7|

| 9- 5| -254475.1| -185222.3| 0.0| -7545.8| 346.9| -2793.2|

| 9- 8| -258266.9| -137476.8| 0.0| -8642.3| 1515.6| -2834.3|

DEFORMAZIONI


| 3- 2|si |Acc | 0.75| 0.22| -0.21| 250.57| 17.54|

| 8-14|si | Tz | -0.14| 0.96| -0.15| 14.26| 48.95|

| 9- 5|si | Cls | 0.55| 0.43| -0.42| 120.82| 15.66|

| 9- 8|si | Ty| 0.48| 0.45| -0.39| 27.65| 15.43|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 2| -343295.4| -15662.6| 0.0| 7831.3| 167.3| -2494.3|

| 8-14| -119421.3| -208664.6| 0.0| -16172.3| 2940.0| -893.7|

| 9- 8| -386520.1| -206056.8| 0.0| -8445.4| 1515.6| -2834.3|

DEFORMAZIONI


| 3- 2|si |Acc | 1.00| 0.25| -0.33| 270.79| 20.25|

| 8-14|si | Tz | -0.23| 0.68| -0.26| 15.41| 56.52|

| 9- 8|si | Cls Ty| 0.84| 0.41| -0.59| 29.89| 17.82|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8-14| 82853.1| 381151.3| 0.0| -9601.5| 2529.0| -425.0|

| 9- 8| 275459.4| 291791.0| 0.0| -6706.4| 1525.5| -1382.5|

| 9- 9| -277564.0| 207679.3| 0.0| -10721.0| 564.7| 1392.4|

DEFORMAZIONI


| 8-14|si | Tz | 0.39| 0.47| -0.34| 17.91| 118.85|

| 9- 8|si |AccCls | 0.70| 0.43| -0.52| 29.69| 36.54|

| 9- 9|si | Ty| 0.52| 0.46| -0.45| 80.21| 36.28|

-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 8-14| 59636.9| 243005.5| 0.0| -9363.9| 2529.0| -425.0|

| 9- 8| 199939.6| 208458.3| 0.0| -6468.7| 1525.5| -1382.5|

| 9- 9| -201501.8| 176831.5| 0.0| -10483.4| 564.7| 1392.4|

| 9-10| -200283.8| 201360.6| 0.0| -11251.0| 1272.8| 1376.2|

DEFORMAZIONI


| 8-14|si | Tz | -0.14| 0.60| -0.16| 17.25| 107.90|

| 9- 8|si |Acc | 0.25| 0.50| -0.25| 28.60| 33.17|

| 9- 9|si | Ty| -0.20| 0.56| -0.24| 77.27| 32.93|

| 9-10|si | Cls | -0.21| 0.56| -0.25| 34.28| 33.32|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 2| 112806.6| -4418.5| 0.0| 2209.3| 74.4| -1247.5|

| 8-14| 36420.7| 104859.7| 0.0| -9126.3| 2529.0| -425.0|

| 9- 5| 122735.0| 141537.6| 0.0| -5385.3| 728.3| -1352.1|

| 9- 9| -125439.6| 145983.8| 0.0| -10245.7| 564.7| 1392.4|

DEFORMAZIONI


| 3- 2|si |Acc | 0.31| 0.25| -0.10| 245.14| 13.37|

| 8-14|si | Tz | -0.09| 0.79| -0.10| 7.21| 39.25|

| 9- 5|si | Cls | 0.26| 0.47| -0.23| 25.03| 12.34|

| 9- 9|si | Ty| -0.19| 0.58| -0.23| 32.28| 11.98|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 1| -2819.3| 99932.3| 0.0| 1409.6| -1328.7| 50.7|

| 8- 3| -14226.0| 190215.1| 0.0| -7113.0| -438.7| 434.9|

| 8-14| 17777.3| -33286.1| 0.0| -8888.6| 2529.0| -425.0|

| 9- 9| -49377.4| 115136.1| 0.0| -10008.1| 564.7| 1392.4|

DEFORMAZIONI


| 2- 1|si |Acc | 0.19| 0.24| -0.06| 11.18| 462.94|

| 8- 3|si | Cls | -0.12| 0.55| -0.13| 33.84| 53.91|

| 8-14|si | Tz | -0.05| 1.28| -0.06| 5.87| 55.17|

| 9- 9|si | Ty| -0.11| 0.76| -0.12| 26.29| 16.84|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 1| 2819.3| 172511.2| 0.0| 1409.6| -1328.7| 50.7|

| 8- 3| 13750.7| 214180.4| 0.0| -6875.4| -438.7| 434.9|

| 8-14| -17302.0| -171431.9| 0.0| -8651.0| 2529.0| -425.0|

| 9- 9| 26684.9| 84288.4| 0.0| -9770.5| 564.7| 1392.4|




DEFORMAZIONI


| 2- 1|si |Acc | 0.29| 0.26| -0.10| 13.72| 329.35|

| 8- 3|si | Cls | 0.14| 0.51| -0.15| 41.55| 38.35|

| 8-14|si | Tz | -0.11| 0.66| -0.12| 7.21| 39.25|

| 9- 9|si | Ty| -0.08| 0.93| -0.09| 32.28| 11.98|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 1| 5492.6| 245090.1| 0.0| 1409.6| -1328.7| 50.7|

| 8-14| -33227.9| -309577.7| 0.0| -8413.4| 2529.0| -425.0|

| 9- 9| 102747.1| 53440.6| 0.0| -9532.9| 564.7| 1392.4|

DEFORMAZIONI


| 2- 1|si |Acc | 0.40| 0.27| -0.15| 13.72| 329.35|

| 8-14|si | ClsTz | 0.26| 0.47| -0.23| 7.21| 39.25|

| 9- 9|si | Ty| -0.12| 0.67| -0.14| 32.28| 11.98|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 1| 8259.4| 317669.1| 0.0| 1409.6| -1328.7| 50.7|

| 8-14| -56444.1| -447723.5| 0.0| -8175.8| 2529.0| -425.0|

| 9- 9| 178809.3| 22592.9| 0.0| -9295.3| 564.7| 1392.4|

DEFORMAZIONI


| 2- 1|si |Acc | 0.50| 0.28| -0.20| 13.72| 462.94|

| 8-14|si | ClsTz | 0.48| 0.42| -0.35| 7.21| 55.17|

| 9- 9|si | Ty| 0.20| 0.51| -0.21| 32.28| 16.84|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 8-14| -79660.3| -585869.3| 0.0| -7938.2| 2529.0| -425.0|

| 9- 8| -253179.5| -291537.9| 0.0| -5043.0| 1525.5| -1382.5|

| 9- 9| 254871.5| -18115.3| 0.0| -9057.6| 564.7| 1392.4|

DEFORMAZIONI


| 8-14|si |Acc Tz | 0.72| 0.40| -0.47| 16.57| 102.93|

| 9- 8|si | Cls | 0.69| 0.41| -0.49| 27.47| 31.64|

| 9- 9|si | Ty| 0.37| 0.44| -0.29| 74.22| 31.42|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8-14| -102876.5| -724015.1| 0.0| -7700.5| 2529.0| -425.0|

| 9- 8| -328699.3| -374870.6| 0.0| -4805.4| 1525.5| -1382.5|

| 9- 9| 330933.8| -39102.6| 0.0| -8820.0| 564.7| 1392.4|

DEFORMAZIONI


| 8-14|si |Acc Tz | 0.95| 0.39| -0.60| 17.91| 118.85|

| 9- 8|si | Cls | 0.95| 0.40| -0.64| 29.69| 36.54|

| 9- 9|si | Ty| 0.55| 0.41| -0.38| 80.21| 36.28|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 2| 3403.0| 196098.5| 0.0| -1328.9| 1418.9| -24.6|

| 8- 4| 2659.3| 196702.4| 0.0| -1329.7| 1423.3| -17.1|

| 9- 8| 14014.9| 67846.0| 0.0| -1112.7| 490.9| -101.4|

DEFORMAZIONI


| 8- 2|si |AccCls | 0.24| 0.33| -0.12| 31.92| 2051.39|

| 8- 4|si | Tz | 0.24| 0.33| -0.12| 31.82| 2950.57|

| 9- 8|si | Ty| 0.08| 0.42| -0.06| 92.27| 498.10|

-------------------------------------------------------------- PROGR. 972.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 8- 2| 2977.6| 171586.2| 0.0| -1253.8| 1418.9| -24.6|

| 8- 4| 2509.1| 172114.6| 0.0| -1254.5| 1423.3| -17.1|

| 9- 8| 12263.1| 59365.3| 0.0| -1037.6| 490.9| -101.4|

DEFORMAZIONI


| 8- 2|si | Cls | 0.11| 0.40| -0.07| 35.52| 2137.17|

| 8- 4|si |Acc Tz | 0.11| 0.40| -0.07| 35.41| 3073.95|

| 9- 8|si | Ty| 0.04| 0.48| -0.04| 102.66| 518.93|

-------------------------------------------------------------- PROGR. 989.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 4| 2358.8| 147526.8| 0.0| -1179.4| 1423.3| -17.1|

| 9- 8| 10511.2| 50884.5| 0.0| -962.4| 490.9| -101.4|

DEFORMAZIONI


| 8- 4|si |AccClsTz | 0.10| 0.40| -0.06| 33.03| 2678.72|

| 9- 8|si | Ty| 0.03| 0.49| -0.03| 95.77| 452.21|

-------------------------------------------------------------- PROGR. 1007.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI





| 8- 4| 2208.5| 122939.0| 0.0| -1104.2| 1423.3| -17.1|

| 9- 8| 8759.3| 42403.8| 0.0| -887.3| 490.9| -101.4|

DEFORMAZIONI


| 8- 4|si |AccClsTz | 0.08| 0.41| -0.05| 33.03| 3073.95|

| 9- 8|si | Ty| 0.03| 0.50| -0.03| 95.77| 518.93|

-------------------------------------------------------------- PROGR. 1024.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 4| 2058.2| 98351.2| 0.0| -1029.1| 1423.3| -17.1|

| 9- 8| 7007.5| 33923.0| 0.0| -812.1| 490.9| -101.4|

DEFORMAZIONI


| 8- 4|si |AccClsTz | 0.06| 0.42| -0.04| 33.03| 2678.72|

| 9- 8|si | Ty| 0.02| 0.52| -0.02| 95.77| 452.21|

-------------------------------------------------------------- PROGR. 1041.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 4| 1907.9| 73763.4| 0.0| -953.9| 1423.3| -17.1|

| 9- 8| 5255.6| 25442.3| 0.0| -737.0| 490.9| -101.4|

DEFORMAZIONI


| 8- 4|si |AccClsTz | 0.08| 0.37| -0.05| 31.82| 2950.57|

| 9- 8|si | Ty| 0.02| 0.49| -0.02| 92.27| 498.10|

-------------------------------------------------------------- PROGR. 1058.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 4| 1757.6| 49175.6| 0.0| -878.8| 1423.3| -17.1|

| 9- 8| 3503.7| 16961.5| 0.0| -661.9| 490.9| -101.4|

DEFORMAZIONI


| 8- 4|si |AccClsTz | 0.05| 0.40| -0.03| 31.82| 2950.57|

| 9- 8|si | Ty| -0.01| 0.55| -0.01| 92.27| 498.10|

-------------------------------------------------------------- PROGR. 1076.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 2- 4| 377.9| -13441.7| 0.0| 188.9| -778.1| -4.7|

| 8- 4| 1607.3| 24587.8| 0.0| -803.6| 1423.3| -17.1|

| 9- 8| 1751.9| 8480.8| 0.0| -586.7| 490.9| -101.4|

DEFORMAZIONI


| 2- 4|si |Acc | 0.03| 0.24| -0.01| 49.52| 9309.29|

| 8- 4|si | ClsTz | 0.02| 0.51| -0.02| 27.07| 2555.35|

| 9- 8|si | Ty| -0.01| 0.76| -0.01| 78.48| 431.38|

-------------------------------------------------------------- PROGR. 1093.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 3466.6| 3466.6| 0.0| -1733.3| 323.0| -15.2|

| 8- 4| 1457.0| 1457.0| 0.0| -728.5| 1423.3| -17.1|

| 9- 8| 1023.1| 1023.1| 0.0| -511.6| 490.9| -101.4|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.01| 1.54| -0.01| 140.22| 2874.11|

| 8- 4|si | Tz | 0.00| 1.54| 0.00| 31.82| 2555.35|

| 9- 8|si | Ty| 0.00| 1.54| 0.00| 92.27| 431.38|



| 60| 0.| 518.| 4| 63|

| 602| 518.| 955.| 63| 264|


| Rett.| 0.| 955.| 955.| 60.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 2- 4| 31126.7| 808599.5| 0.0| 88.1| 2336.8| -67.8|

| 8-14| 175900.4| 919063.8| 0.0| -26817.3| 2674.2| -465.2|

| 9- 8| 436988.4| 308577.8| 0.0| -26650.5| 907.6| -1210.3|

DEFORMAZIONI


| 2- 4|si |Acc | 1.17| 0.31| -0.52| 20.85| 748.42|




| 8-14|si | ClsTz | 0.82| 0.50| -0.80| 18.22| 109.11|

| 9- 8|si | Ty| 0.63| 0.53| -0.72| 53.70| 41.94|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 4| 28057.6| 702857.5| 0.0| 88.1| 2336.8| -67.8|

| 8-14| 154848.1| 798055.6| 0.0| -26613.6| 2674.2| -465.2|

| 9- 8| 382220.8| 267510.9| 0.0| -26446.9| 907.6| -1210.3|

DEFORMAZIONI


| 2- 4|si |Acc | 1.02| 0.31| -0.45| 19.41| 648.66|

| 8-14|si | ClsTz | 0.63| 0.52| -0.69| 16.96| 94.56|

| 9- 8|si | Ty| -0.51| 0.56| -0.62| 49.97| 36.35|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 24988.6| 597115.5| 0.0| 88.1| 2336.8| -67.8|

| 8-14| 133795.8| 677047.3| 0.0| -26410.0| 2674.2| -465.2|

| 9- 8| 327453.1| 226444.1| 0.0| -26243.3| 907.6| -1210.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.87| 0.30| -0.38| 7.82| 249.63|

| 8-14|si | ClsTz | -0.50| 0.56| -0.57| 6.84| 36.39|

| 9- 8|si | Ty| -0.44| 0.60| -0.52| 20.15| 13.99|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 21919.5| 491373.5| 0.0| 88.1| 2336.8| -67.8|

| 8-14| 112743.5| 556039.1| 0.0| -26206.4| 2674.2| -465.2|

| 9- 8| 272685.5| 185377.3| 0.0| -26039.7| 907.6| -1210.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.72| 0.30| -0.31| 7.82| 249.63|

| 8-14|si | ClsTz | -0.41| 0.61| -0.46| 6.84| 36.39|

| 9- 8|si | Ty| -0.36| 0.66| -0.43| 20.15| 13.99|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 18850.4| 385631.6| 0.0| 88.1| 2336.8| -67.8|

| 8-14| 91691.2| 435030.8| 0.0| -26002.8| 2674.2| -465.2|

| 9- 8| 217917.9| 144310.4| 0.0| -25836.0| 907.6| -1210.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.56| 0.30| -0.25| 7.82| 349.39|

| 8-14|si | ClsTz | -0.32| 0.71| -0.36| 6.84| 50.93|

| 9- 8|si | Ty| -0.29| 0.74| -0.34| 20.15| 19.58|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 15781.3| 279889.6| 0.0| 88.1| 2336.8| -67.8|

| 8-14| 70638.9| 314022.6| 0.0| -25799.1| 2674.2| -465.2|

| 9- 8| 163150.2| 103243.6| 0.0| -25632.4| 907.6| -1210.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.41| 0.31| -0.18| 7.82| 349.39|

| 8-14|si | ClsTz | -0.25| 0.84| -0.27| 6.84| 50.93|

| 9- 8|si | Ty| -0.23| 0.88| -0.26| 20.15| 19.58|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 78056.6| 78056.6| 0.0| -39028.3| -49.3| -311.3|

| 2- 4| 12712.3| 174147.6| 0.0| 88.1| 2336.8| -67.8|

| 8-14| 51191.0| 193014.4| 0.0| -25595.5| 2674.2| -465.2|

| 9- 8| 108382.6| 62176.8| 0.0| -25428.8| 907.6| -1210.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.22| 1.51| -0.24| 371.06| 54.39|

| 2- 4|si |Acc | 0.26| 0.31| -0.12| 7.82| 249.63|

| 8-14|si | Tz | -0.19| 1.03| -0.20| 6.84| 36.39|

| 9- 8|si | Ty| -0.18| 1.09| -0.20| 20.15| 13.99|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 77527.2| 77527.2| 0.0| -38763.6| -49.3| -311.3|

| 8-14| 50783.8| 72006.1| 0.0| -25391.9| 2674.2| -465.2|

| 9- 8| 53615.0| 50450.3| 0.0| -25225.2| 907.6| -1210.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.22| 1.51| -0.24| 851.66| 141.35|

| 8-14|si | Tz | -0.15| 1.39| -0.16| 15.69| 94.56|

| 9- 8|si | Ty| -0.14| 1.48| -0.15| 46.24| 36.35|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI





| 1- 1| 76997.7| 76997.7| 0.0| -38498.9| -49.3| -311.3|

| 8-14| 50376.5| -50376.5| 0.0| -25188.3| 2674.2| -465.2|

| 9- 8| -50043.1| -50043.1| 0.0| -25021.5| 907.6| -1210.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.22| 1.00| -0.23| 988.98| 163.08|

| 8-14|si | Tz | -0.14| 1.00| -0.15| 18.22| 109.11|

| 9- 8|si | Ty| -0.14| 1.00| -0.15| 53.70| 41.94|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 8-14| 159125.0| -851616.2| 0.0| -10318.0| -2621.3| -403.8|

| 9- 8| 224495.3| -312434.0| 0.0| -10139.0| -993.9| -545.3|

DEFORMAZIONI


| 8-14|si |AccClsTz | 1.10| 0.40| -0.73| 18.59| 125.72|

| 9- 8|si | Ty| 0.51| 0.47| -0.45| 49.03| 93.08|

-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 2- 4| 52484.3| -601907.4| 0.0| 48.1| -2178.1| -164.0|

| 8-14| 137069.3| -708430.1| 0.0| -10563.8| -2621.3| -403.8|

| 9- 8| 194706.7| -258140.6| 0.0| -10384.9| -993.9| -545.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.75| 0.34| -0.39| 19.70| 275.61|

| 8-14|si | ClsTz | 0.73| 0.43| -0.56| 16.37| 111.91|

| 9- 8|si | Ty| 0.32| 0.51| -0.33| 43.18| 82.86|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 43528.3| -482926.1| 0.0| 48.1| -2178.1| -164.0|

| 8-14| 115013.7| -565244.1| 0.0| -10809.6| -2621.3| -403.8|

| 9- 8| 164918.1| -203847.1| 0.0| -10630.7| -993.9| -545.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.72| 0.32| -0.34| 8.39| 103.27|

| 8-14|si | ClsTz | 0.63| 0.44| -0.48| 6.98| 41.93|

| 9- 8|si | Ty| 0.28| 0.52| -0.30| 18.40| 31.05|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 34572.4| -363944.8| 0.0| 48.1| -2178.1| -164.0|

| 8-14| 92958.0| -422058.0| 0.0| -11055.4| -2621.3| -403.8|

| 9- 8| 135129.5| -149553.6| 0.0| -10876.5| -993.9| -545.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.55| 0.32| -0.25| 8.39| 144.54|

| 8-14|si | ClsTz | 0.40| 0.48| -0.36| 6.98| 58.69|

| 9- 8|si | Ty| -0.20| 0.58| -0.23| 18.40| 43.45|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 25616.5| -244963.5| 0.0| 48.1| -2178.1| -164.0|

| 8-14| 70902.4| -278872.0| 0.0| -11301.2| -2621.3| -403.8|

| 9- 8| 105340.9| -95260.2| 0.0| -11122.3| -993.9| -545.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.37| 0.32| -0.17| 8.39| 103.27|

| 8-14|si | ClsTz | -0.21| 0.56| -0.24| 6.98| 41.93|

| 9- 8|si | Ty| -0.14| 0.67| -0.16| 18.40| 31.05|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 16660.6| -125982.2| 0.0| 48.1| -2178.1| -164.0|

| 8-14| 48846.8| -135685.9| 0.0| -11547.0| -2621.3| -403.8|

| 9- 8| 75552.3| -40966.7| 0.0| -11368.1| -993.9| -545.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.20| 0.32| -0.09| 8.39| 103.27|

| 8-14|si | ClsTz | -0.12| 0.78| -0.13| 6.98| 41.93|

| 9- 8|si | Ty| -0.10| 0.88| -0.11| 18.40| 31.05|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 38893.4| 42992.0| 0.0| -18616.0| -521.8| -533.4|

| 8-14| 26791.1| 23585.7| 0.0| -11792.8| -2621.3| -403.8|

| 9- 8| 45763.6| 23227.8| 0.0| -11613.9| -993.9| -545.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.10| 1.45| -0.11| 35.04| 44.42|

| 8-14|si | Tz | -0.06| 1.45| -0.07| 6.98| 58.69|

| 9- 8|si | Ty| -0.07| 1.15| -0.08| 18.40| 43.45|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|





SOLLECITAZIONI


| 1- 1| 37871.2| 71497.9| 0.0| -18935.6| -521.8| -533.4|

| 2- 4| -1251.2| 111980.4| 0.0| 48.1| -2178.1| -164.0|

| 8-14| 24077.3| 150686.2| 0.0| -12038.6| -2621.3| -403.8|

| 9- 8| 23719.5| 67620.3| 0.0| -11859.7| -993.9| -545.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.11| 1.28| -0.12| 80.42| 82.48|

| 2- 4|si |Acc | 0.16| 0.29| -0.06| 19.27| 268.34|

| 8-14|si | Tz | -0.11| 0.85| -0.12| 16.01| 108.96|

| 9- 8|si | Ty| -0.08| 1.13| -0.08| 42.22| 80.68|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 2- 4| -10207.1| 230961.7| 0.0| 48.1| -2178.1| -164.0|

| 8-14| -24568.9| 293872.2| 0.0| -12284.5| -2621.3| -403.8|

| 9- 8| -24211.1| 121913.7| 0.0| -12105.5| -993.9| -545.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.33| 0.30| -0.14| 22.37| 309.61|

| 8-14|si | ClsTz | -0.18| 0.59| -0.20| 18.59| 125.72|

| 9- 8|si | Ty| -0.10| 0.93| -0.10| 49.03| 93.08|



| 62| 0.| 518.| 6| 65|

| 528| 518.| 955.| 65| 267|


| Rett.| 0.| 955.| 955.| 30.| 60.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 12|A 6.0|


SOLLECITAZIONI


| 2- 1| 807353.2| 27101.3| 0.0| 173.6| 98.9| -2342.3|

| 3- 2| 5851.2| 301416.9| 0.0| 133.2| 862.7| -34.8|

| 8- 4| 904765.4| 149350.6| 0.0| -27335.6| 472.3| -2723.0|

| 9-13| 278934.8| 411937.0| 0.0| -27346.2| 1241.6| -920.6|

DEFORMAZIONI


| 2- 1|si |Acc | 1.17| 0.30| -0.51| 306.93|**********|

| 3- 2|si | Ty| 0.71| 0.31| -0.32| 35.21|**********|

| 8- 4|si | Cls | 0.75| 0.50| -0.76| 64.30|**********|

| 9-13|si | Tz | -0.55| 0.55| -0.67| 24.46|**********|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 10|A 5.0|


SOLLECITAZIONI


| 2- 1| 701364.9| 22623.9| 0.0| 173.6| 98.9| -2342.3|

| 3- 2| 4276.7| 262381.3| 0.0| 133.2| 862.7| -34.8|

| 8- 4| 781549.7| 127977.1| 0.0| -27132.0| 472.3| -2723.0|

| 9-13| 237276.6| 355754.8| 0.0| -27142.6| 1241.6| -920.6|

DEFORMAZIONI


| 2- 1|si |Acc | 1.02| 0.30| -0.44| 272.74|**********|

| 3- 2|si | Ty| 0.62| 0.31| -0.27| 31.28|**********|

| 8- 4|si | Cls | 0.56| 0.53| -0.64| 57.13|**********|

| 9-13|si | Tz | -0.47| 0.59| -0.57| 21.74|**********|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 2|A 1.0|


SOLLECITAZIONI


| 2- 1| 595376.7| 18146.5| 0.0| 173.6| 98.9| -2342.3|

| 8- 4| 658333.9| 106603.6| 0.0| -26928.3| 472.3| -2723.0|

| 9-13| 195618.5| 299572.5| 0.0| -26938.9| 1241.6| -920.6|

DEFORMAZIONI


| 2- 1|si |Acc | 0.86| 0.30| -0.37| 135.98| 12.11|

| 8- 4|si | Cls Ty| -0.46| 0.57| -0.53| 28.49| 10.41|

| 9-13|si | Tz | -0.40| 0.64| -0.47| 10.84| 30.80|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 2|A 1.0|


SOLLECITAZIONI


| 2- 1| 489388.5| 13669.1| 0.0| 173.6| 98.9| -2342.3|

| 8- 4| 535118.2| 85230.2| 0.0| -26724.7| 472.3| -2723.0|

| 9-13| 153960.3| 243390.2| 0.0| -26735.3| 1241.6| -920.6|

DEFORMAZIONI





| 2- 1|si |Acc | 0.71| 0.30| -0.30| 135.98| 12.11|

| 8- 4|si | Cls Ty| -0.37| 0.64| -0.42| 28.49| 10.41|

| 9-13|si | Tz | -0.32| 0.71| -0.37| 10.84| 30.80|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 1| 383400.3| 9191.8| 0.0| 173.6| 98.9| -2342.3|

| 8- 4| 411902.5| 63856.7| 0.0| -26521.1| 472.3| -2723.0|

| 8-13| -436918.1| -54393.6| 0.0| -26999.2| -381.7| 2483.6|

| 9-13| 112302.2| 187207.9| 0.0| -26531.7| 1241.6| -920.6|

DEFORMAZIONI


| 2- 1|si |Acc | 0.55| 0.30| -0.23| 170.17| 12.11|

| 8- 4|si | Ty| -0.29| 0.76| -0.32| 35.65| 10.41|

| 8-13|si | Cls | -0.30| 0.76| -0.32| 44.12| 11.42|

| 9-13|si | Tz | -0.26| 0.83| -0.29| 13.56| 30.80|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 1| 277412.1| 4714.4| 0.0| 173.6| 98.9| -2342.3|

| 8- 4| 288686.7| 52634.9| 0.0| -26317.5| 472.3| -2723.0|

| 8-13| -324535.0| -53591.1| 0.0| -26795.6| -381.7| 2483.6|

| 9-13| 70644.0| 131025.7| 0.0| -26328.1| 1241.6| -920.6|

DEFORMAZIONI


| 2- 1|si |Acc | 0.40| 0.29| -0.16| 170.17| 12.11|

| 8- 4|si | Ty| -0.23| 0.91| -0.25| 35.65| 10.41|

| 8-13|si | Cls | -0.24| 0.87| -0.26| 44.12| 11.42|

| 9-13|si | Tz | -0.20| 1.01| -0.22| 13.56| 30.80|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 2|A 1.0|


SOLLECITAZIONI


| 1- 1| -80634.1| -80634.1| 0.0| -40317.1| 171.5| -137.3|

| 2- 1| 171423.8| 347.2| 0.0| 173.6| 98.9| -2342.3|

| 8- 4| 165471.0| 52227.7| 0.0| -26113.8| 472.3| -2723.0|

| 9-13| 52248.9| 74843.4| 0.0| -26124.4| 1241.6| -920.6|

DEFORMAZIONI


| 1- 1|si | Cls | -0.23| 1.51| -0.25| 78.44| 206.57|

| 2- 1|si |Acc | 0.24| 0.28| -0.10| 135.98| 12.11|

| 8- 4|si | Ty| -0.18| 1.09| -0.20| 28.49| 10.41|

| 9-13|si | Tz | -0.16| 1.30| -0.17| 10.84| 30.80|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 10|A 5.0|


SOLLECITAZIONI


| 1- 1| -80104.7| -80104.7| 0.0| -40052.4| 171.5| -137.3|

| 3- 2| -5170.0| 28167.7| 0.0| 133.2| 862.7| -34.8|

| 9-13| -51841.6| 51841.6| 0.0| -25920.8| 1241.6| -920.6|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.23| 1.51| -0.24| 157.34|**********|

| 3- 2|si | Ty| 0.07| 0.31| -0.03| 31.28|**********|

| 9-13|si | Tz | -0.15| 1.52| -0.16| 21.74|**********|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 12|A 6.0|


SOLLECITAZIONI


| 1- 1| -79575.3| -79575.3| 0.0| -39787.6| 171.5| -137.3|

| 3- 2| -6744.5| -10867.9| 0.0| 133.2| 862.7| -34.8|

| 9-13| -54330.4| -51434.4| 0.0| -25717.2| 1241.6| -920.6|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.23| 1.00| -0.24| 177.07|**********|

| 3- 2|si | Ty| 0.03| 0.32| -0.02| 35.21|**********|

| 9-13|si | Tz | -0.15| 1.00| -0.16| 24.46|**********|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 12|A 6.0|


SOLLECITAZIONI


| 2- 1| -691366.8| 22590.1| 0.0| 132.5| 36.8| 2100.5|

| 3- 2| 400.0| 67260.7| 0.0| 110.6| 138.6| -13.3|

| 8-13| 789754.7| -39971.1| 0.0| -11222.9| -69.9| -2381.3|

| 9-13| -203451.7| 113217.7| 0.0| -10850.0| 187.9| 620.2|

DEFORMAZIONI


| 2- 1|si |Acc | 0.99| 0.30| -0.43| 825.78|**********|

| 3- 2|si | Ty| 0.15| 0.30| -0.06| 219.18|**********|

| 8-13|si | Cls | 0.83| 0.39| -0.53| 434.38|**********|

| 9-13|si | Tz | -0.20| 0.57| -0.24| 161.64|**********|

-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 10|A 5.0|


SOLLECITAZIONI


| 2- 1| -576627.2| 20581.1| 0.0| 132.5| 36.8| 2100.5|

| 3- 2| -327.7| 59691.7| 0.0| 110.6| 138.6| -13.3|

| 8-13| 659678.3| -36151.9| 0.0| -11468.7| -69.9| -2381.3|

| 9-13| -169575.5| 102954.3| 0.0| -11095.8| 187.9| 620.2|

DEFORMAZIONI





| 2- 1|si |Acc | 0.43| 0.36| -0.24| 798.26|**********|

| 3- 2|si | Ty| 0.07| 0.36| -0.04| 211.87|**********|

| 8-13|si | Cls | 0.35| 0.47| -0.31| 419.90|**********|

| 9-13|si | Tz | -0.14| 0.66| -0.16| 156.25|**********|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 2|A 1.0|


SOLLECITAZIONI


| 2- 1| -461887.7| 18572.2| 0.0| 132.5| 36.8| 2100.5|

| 8- 4| -494547.5| 50964.3| 0.0| -11342.7| 99.4| 2265.9|

| 8-13| 529602.0| -32332.8| 0.0| -11714.5| -69.9| -2381.3|

| 9-13| -135699.4| 92690.9| 0.0| -11341.6| 187.9| 620.2|

DEFORMAZIONI


| 2- 1|si |Acc | 0.66| 0.30| -0.29| 365.84| 13.50|

| 8- 4|si | Cls | 0.44| 0.45| -0.36| 135.34| 12.52|

| 8-13|si | Ty| 0.45| 0.44| -0.35| 192.44| 11.91|

| 9-13|si | Tz | -0.15| 0.67| -0.17| 71.61| 45.73|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 1| -347148.1| 16563.2| 0.0| 132.5| 36.8| 2100.5|

| 8- 4| -370775.1| 45533.7| 0.0| -11588.5| 99.4| 2265.9|

| 8-13| 399525.7| -28513.6| 0.0| -11960.3| -69.9| -2381.3|

| 9-13| -101823.2| 82427.6| 0.0| -11587.4| 187.9| 620.2|

DEFORMAZIONI


| 2- 1|si |Acc | 0.50| 0.30| -0.22| 457.83| 13.50|

| 8- 4|si | Cls | 0.26| 0.51| -0.27| 169.37| 12.52|

| 8-13|si | Ty| 0.27| 0.50| -0.27| 240.83| 11.91|

| 9-13|si | Tz | -0.13| 0.74| -0.14| 89.62| 45.73|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 2|A 1.0|


SOLLECITAZIONI


| 2- 1| -232408.6| 14554.2| 0.0| 132.5| 36.8| 2100.5|

| 8- 4| -247002.8| 40103.2| 0.0| -11834.3| 99.4| 2265.9|

| 8-13| 269449.3| -24694.4| 0.0| -12206.2| -69.9| -2381.3|

| 9-13| -67947.0| 72164.2| 0.0| -11833.2| 187.9| 620.2|

DEFORMAZIONI


| 2- 1|si |Acc | 0.34| 0.31| -0.15| 365.84| 13.50|

| 8- 4|si | Cls | -0.16| 0.63| -0.18| 135.34| 12.52|

| 8-13|si | Ty| -0.16| 0.62| -0.18| 192.44| 11.91|

| 9-13|si | Tz | -0.11| 0.85| -0.12| 71.61| 45.73|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 2|A 1.0|


SOLLECITAZIONI


| 1- 1| 39238.9| 39238.9| 0.0| -19619.5| 65.7| -319.8|

| 2- 1| -117669.0| 12545.2| 0.0| 132.5| 36.8| 2100.5|

| 8-13| 139373.0| -24903.9| 0.0| -12452.0| -69.9| -2381.3|

| 9-13| -34070.9| 61900.8| 0.0| -12079.0| 187.9| 620.2|

DEFORMAZIONI


| 1- 1|si | Cls | -0.11| 1.52| -0.11| 204.80| 88.68|

| 2- 1|si |Acc | 0.18| 0.31| -0.08| 365.84| 13.50|

| 8-13|si | Ty| -0.10| 0.89| -0.11| 192.44| 11.91|

| 9-13|si | Tz | -0.09| 1.00| -0.10| 71.61| 45.73|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| 39878.0| 39878.0| 0.0| -19939.0| 65.7| -319.8|

| 8-13| 25395.6| -25395.6| 0.0| -12697.8| -69.9| -2381.3|

| 9-13| -24649.7| 51637.4| 0.0| -12324.8| 187.9| 620.2|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.52| -0.11| 256.29| 88.68|

| 8-13|si | Ty| -0.07| 1.52| -0.07| 240.83| 11.91|

| 9-13|si | Tz | -0.08| 1.12| -0.09| 89.62| 45.73|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 10|A 5.0|


SOLLECITAZIONI


| 1- 1| -40517.2| 40517.2| 0.0| -20258.6| 65.7| -319.8|

| 2- 1| 111810.1| 8527.3| 0.0| 132.5| 36.8| 2100.5|

| 3- 2| -4694.2| 14277.4| 0.0| 110.6| 138.6| -13.3|

| 9-13| 33681.5| 41374.0| 0.0| -12570.6| 187.9| 620.2|

DEFORMAZIONI


| 1- 1|si | Cls | -0.11| 1.52| -0.12| 410.78|**********|

| 2- 1|si |Acc | 0.17| 0.31| -0.07| 733.79|**********|

| 3- 2|si | Ty| 0.04| 0.31| -0.02| 194.76|**********|

| 9-13|si | Tz | -0.08| 1.18| -0.09| 143.63|**********|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 12|A 6.0|


SOLLECITAZIONI


| 2- 1| 226549.7| 6518.3| 0.0| 132.5| 36.8| 2100.5|

| 3- 2| -5421.9| 6708.3| 0.0| 110.6| 138.6| -13.3|

| 8-14| -252216.0| -26232.1| 0.0| -13116.0| 15.9| -2372.2|

| 9-13| 67557.6| 31110.6| 0.0| -12816.5| 187.9| 620.2|




DEFORMAZIONI


| 2- 1|si |Acc | 0.32| 0.29| -0.13| 825.78|**********|

| 3- 2|si | Ty| 0.02| 0.32| -0.01| 219.18|**********|

| 8-14|si | Cls | -0.16| 0.68| -0.17| 1914.48|**********|

| 9-13|si | Tz | -0.08| 1.11| -0.09| 161.64|**********|



| 90| 0.| 362.| 7| 66|

| 531| 362.| 680.| 66| 268|

| 530| 680.| 799.| 268| 284|

| 659| 799.| 826.| 284| 55|


| Rett.| 0.| 826.| 826.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| 586707.4| -40133.2| 0.0| 9539.8| -148.3| -2637.7|

| 8- 4| 167210.7| -826243.6| 0.0| -17528.8| -2796.4| -648.0|

| 9- 1| -668913.7| -219160.1| 0.0| -29092.5| -1070.9| 3108.5|

| 9- 4| -679964.3| 194012.7| 0.0| -27748.5| 67.5| 3156.3|

DEFORMAZIONI


| 3- 4|si |Acc | 1.55| 0.27| -0.58| 305.52| 19.15|

| 8- 4|si | Tz | 0.91| 0.45| -0.75| 16.20| 77.95|

| 9- 1|si | Cls | 0.96| 0.49| -0.92| 42.30| 16.25|

| 9- 4|si | Ty| 1.00| 0.48| -0.92| 671.23| 16.00|

-------------------------------------------------------------- PROGR. 45.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 4| 467351.6| -33424.5| 0.0| 9539.8| -148.3| -2637.7|

| 8- 4| 137888.5| -699707.9| 0.0| -17332.0| -2796.4| -648.0|

| 9- 4| -537141.7| 190959.2| 0.0| -27551.6| 67.5| 3156.3|

DEFORMAZIONI


| 3- 4|si |Acc | 0.65| 0.31| -0.29| 294.31| 17.39|

| 8- 4|si | Tz | 0.40| 0.52| -0.44| 15.60| 70.77|

| 9- 4|si | Cls Ty| -0.43| 0.58| -0.53| 646.61| 14.53|

-------------------------------------------------------------- PROGR. 91.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 4| 347995.8| -26715.9| 0.0| 9539.8| -148.3| -2637.7|

| 8- 4| 108566.2| -573172.1| 0.0| -17135.1| -2796.4| -648.0|

| 9- 4| -394319.0| 187905.7| 0.0| -27354.8| 67.5| 3156.3|

DEFORMAZIONI


| 3- 4|si |Acc | 1.02| 0.24| -0.32| 122.97| 6.32|

| 8- 4|si | Tz | 0.49| 0.50| -0.49| 6.52| 25.74|

| 9- 4|si | Cls Ty| -0.47| 0.58| -0.56| 270.16| 5.29|

-------------------------------------------------------------- PROGR. 136.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 3- 4| 228639.9| -20007.3| 0.0| 9539.8| -148.3| -2637.7|

| 8- 4| 79243.9| -446636.4| 0.0| -16938.3| -2796.4| -648.0|

| 8-13| -74666.9| 513691.0| 0.0| -17734.1| 1466.8| 1109.9|

| 9- 4| -251496.3| 184852.1| 0.0| -27158.0| 67.5| 3156.3|

DEFORMAZIONI


| 3- 4|si |Acc | 0.76| 0.20| -0.19| 100.15| 8.89|

| 8- 4|si | Tz | -0.32| 0.55| -0.37| 5.31| 36.19|

| 8-13|si | Cls | 0.36| 0.53| -0.41| 10.12| 21.13|

| 9- 4|si | Ty| -0.34| 0.71| -0.39| 220.03| 7.43|

-------------------------------------------------------------- PROGR. 181.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| -4480.1| 345200.8| 0.0| 2240.0| 1897.4| 79.7|

| 8- 4| 49921.7| -320100.6| 0.0| -16741.4| -2796.4| -648.0|

| 8-16| 41125.5| 439341.1| 0.0| -11813.4| 1377.8| -472.7|

| 9- 4| -108673.7| 181798.6| 0.0| -26961.1| 67.5| 3156.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.56| 0.27| -0.20| 9.61| 209.40|

| 8- 4|si | Tz | -0.22| 0.66| -0.25| 6.52| 25.74|




| 8-16|si | Cls | 0.36| 0.47| -0.32| 13.23| 35.29|

| 9- 4|si | Ty| -0.23| 0.92| -0.25| 270.16| 5.29|

-------------------------------------------------------------- PROGR. 226.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| -4480.1| 259345.7| 0.0| 2240.0| 1897.4| 79.7|

| 8- 4| 33089.2| -193564.9| 0.0| -16544.6| -2796.4| -648.0|

| 8-13| 34680.8| 380949.6| 0.0| -17340.4| 1466.8| 1109.9|

| 9- 4| 53528.6| 178745.0| 0.0| -26764.3| 67.5| 3156.3|

DEFORMAZIONI


| 2- 4|si |Acc | 0.44| 0.26| -0.15| 9.61| 209.40|

| 8- 4|si | Tz | -0.15| 0.87| -0.16| 6.52| 25.74|

| 8-13|si | Cls | -0.24| 0.62| -0.27| 12.43| 15.03|

| 9- 4|si | Ty| -0.19| 1.07| -0.21| 270.16| 5.29|

-------------------------------------------------------------- PROGR. 272.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 4| -129427.5| 19079.6| 0.0| 9539.8| -148.3| -2637.7|

| 8- 4| -32695.5| -67029.1| 0.0| -16347.8| -2796.4| -648.0|

| 9- 4| 176971.7| 175691.5| 0.0| -26567.4| 67.5| 3156.3|

DEFORMAZIONI


| 3- 4|si |Acc | 0.55| 0.13| -0.09| 122.97| 8.89|

| 8- 4|si | Tz | -0.10| 1.25| -0.11| 6.52| 36.19|

| 9- 4|si | Cls Ty| -0.27| 0.80| -0.30| 270.16| 7.43|

-------------------------------------------------------------- PROGR. 317.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 3- 4| -248783.4| 19079.6| 0.0| 9539.8| -148.3| -2637.7|

| 8- 4| -38045.1| 59506.6| 0.0| -16150.9| -2796.4| -648.0|

| 9- 4| 319794.3| 172638.0| 0.0| -26370.6| 67.5| 3156.3|

DEFORMAZIONI


| 3- 4|si |Acc | 0.80| 0.21| -0.21| 259.88| 16.59|

| 8- 4|si | Tz | -0.10| 1.24| -0.11| 13.78| 67.51|

| 9- 4|si | Cls Ty| -0.39| 0.63| -0.46| 570.97| 13.86|

-------------------------------------------------------------- PROGR. 362.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| -368139.2| 19079.6| 0.0| 9539.8| -148.3| -2637.7|

| 8- 4| -67367.4| 186042.4| 0.0| -15954.1| -2796.4| -648.0|

| 9- 4| 462617.0| 169584.4| 0.0| -26173.8| 67.5| 3156.3|

DEFORMAZIONI


| 3- 4|si |Acc | 1.05| 0.24| -0.33| 305.52| 19.15|

| 8- 4|si | Tz | -0.17| 0.78| -0.18| 16.20| 77.95|

| 9- 4|si | Cls Ty| 0.55| 0.54| -0.63| 671.23| 16.00|

-------------------------------------------------------------- PROGR. 362.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 3| -80951.3| -391583.0| 0.0| -10011.3| -2548.9| 519.2|

| 9- 1| -294559.1| -302780.8| 0.0| -11523.5| -1609.0| 2392.9|

| 9- 4| -303846.0| -233637.2| 0.0| -10389.4| -910.0| 2479.1|

| 9-13| 241724.4| -290776.7| 0.0| -3532.7| -1602.4| -2275.5|

DEFORMAZIONI


| 8- 3|si | Tz | 0.38| 0.47| -0.34| 17.77| 97.28|

| 9- 1|si | Cls | 0.61| 0.47| -0.53| 28.15| 21.11|

| 9- 4|si | Ty| 0.60| 0.45| -0.49| 49.78| 20.38|

| 9-13|si |Acc | 0.70| 0.40| -0.47| 28.27| 22.20|

-------------------------------------------------------------- PROGR. 402.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 8- 3| -60311.4| -290265.1| 0.0| -9838.4| -2548.9| 519.2|

| 9- 1| -199441.9| -238823.3| 0.0| -11350.6| -1609.0| 2392.9|

| 9- 4| -205302.1| -197465.2| 0.0| -10216.5| -910.0| 2479.1|

| 9-13| 151272.4| -227080.3| 0.0| -3359.7| -1602.4| -2275.5|

DEFORMAZIONI


| 8- 3|si | Tz | -0.16| 0.58| -0.18| 17.12| 88.32|

| 9- 1|si | Cls | -0.23| 0.56| -0.27| 27.12| 19.16|

| 9- 4|si | Ty| -0.21| 0.55| -0.25| 47.95| 18.50|

| 9-13|si |Acc | 0.25| 0.47| -0.22| 27.23| 20.15|

-------------------------------------------------------------- PROGR. 442.


Trasv. Z |N. 8|A 4.0|


SOLLECITAZIONI


| 3- 4| 75066.0| 7264.4| 0.0| 3632.2| 3.0| -2122.0|

| 8- 3| -39671.6| -188947.1| 0.0| -9665.5| -2548.9| 519.2|

| 9- 3| -105129.8| -173878.4| 0.0| -11079.0| -1505.0| 2416.0|

| 9- 4| -106758.2| -161293.2| 0.0| -10043.6| -910.0| 2479.1|

DEFORMAZIONI


| 3- 4|si |Acc | 0.26| 0.19| -0.06| 7238.87| 7.86|

| 8- 3|si | Tz | -0.14| 0.64| -0.15| 8.48| 32.13|

| 9- 3|si | Cls | -0.19| 0.61| -0.21| 14.36| 6.90|

| 9- 4|si | Ty| -0.18| 0.59| -0.21| 23.75| 6.73|




-------------------------------------------------------------- PROGR. 481.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -24884.5| -169903.1| 0.0| -10261.8| -2159.1| 258.9|

| 8- 3| -19031.8| -87629.2| 0.0| -9492.6| -2548.9| 519.2|

| 9- 4| -19741.4| -125121.3| 0.0| -9870.7| -910.0| 2479.1|

| 9-16| -28638.2| -113900.5| 0.0| -1879.9| -903.4| -2189.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.12| 0.72| -0.13| 8.44| 64.42|

| 8- 3|si | Tz | -0.07| 0.96| -0.08| 7.15| 32.13|

| 9- 4|si | Ty| -0.09| 0.84| -0.10| 20.03| 6.73|

| 9-16|si |Acc | 0.14| 0.42| -0.10| 20.18| 7.62|

-------------------------------------------------------------- PROGR. 521.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 4| -93633.2| 7264.4| 0.0| 3632.2| 3.0| -2122.0|

| 8- 3| 18639.3| 18639.3| 0.0| -9319.7| -2548.9| 519.2|

| 9- 4| 90329.6| -88949.3| 0.0| -9697.8| -910.0| 2479.1|

| 9-16| -115663.4| -77989.6| 0.0| -1706.9| -903.4| -2189.3|

DEFORMAZIONI


| 3- 4|si |Acc | 0.30| 0.21| -0.08| 6105.83| 7.86|

| 8- 3|si | Tz | -0.05| 1.53| -0.05| 7.15| 32.13|

| 9- 4|si | Ty| -0.13| 0.68| -0.15| 20.03| 6.73|

| 9-16|si | Cls | 0.27| 0.39| -0.18| 20.18| 7.62|

-------------------------------------------------------------- PROGR. 561.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 4| -177982.8| 7264.4| 0.0| 3632.2| 3.0| -2122.0|

| 8- 3| 22247.9| 115006.7| 0.0| -9146.8| -2548.9| 519.2|

| 9- 4| 188873.5| -52777.3| 0.0| -9524.9| -910.0| 2479.1|

DEFORMAZIONI


| 3- 4|si |Acc | 0.48| 0.25| -0.16| 6105.83| 7.86|

| 8- 3|si | Tz | -0.09| 0.83| -0.09| 7.15| 32.13|

| 9- 4|si | Cls Ty| 0.23| 0.51| -0.24| 20.03| 6.73|

-------------------------------------------------------------- PROGR. 601.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 8- 3| 42887.8| 216324.7| 0.0| -8973.8| -2548.9| 519.2|

| 9- 4| 287417.4| -18703.9| 0.0| -9352.0| -910.0| 2479.1|

| 9-13| -300987.6| 91401.7| 0.0| -2495.2| -1602.4| -2275.5|

DEFORMAZIONI


| 8- 3|si | Tz | -0.16| 0.57| -0.18| 7.15| 32.13|

| 9- 4|si | Ty| 0.42| 0.43| -0.32| 20.03| 6.73|

| 9-13|si |AccCls | 0.66| 0.36| -0.38| 11.38| 7.33|

-------------------------------------------------------------- PROGR. 640.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 8- 3| 63527.6| 317642.6| 0.0| -8800.9| -2548.9| 519.2|

| 9- 4| 385961.3| 19566.7| 0.0| -9179.1| -910.0| 2479.1|

| 9-13| -391439.6| 155098.1| 0.0| -2322.3| -1602.4| -2275.5|

DEFORMAZIONI


| 8- 3|si | Tz | 0.29| 0.48| -0.27| 15.12| 84.25|

| 9- 4|si | Ty| 0.64| 0.40| -0.42| 42.34| 17.65|

| 9-13|si |AccCls | 0.92| 0.36| -0.52| 24.04| 19.22|

-------------------------------------------------------------- PROGR. 680.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 3| 84167.5| 418960.6| 0.0| -8628.0| -2548.9| 519.2|

| 9- 4| 484505.2| 55738.7| 0.0| -9006.1| -910.0| 2479.1|

| 9-13| -481891.6| 218794.5| 0.0| -2149.4| -1602.4| -2275.5|

DEFORMAZIONI


| 8- 3|si | Tz | 0.46| 0.44| -0.36| 17.77| 97.28|

| 9- 4|si | Ty| 0.88| 0.39| -0.55| 49.78| 20.38|

| 9-13|si |AccCls | 1.18| 0.36| -0.67| 28.27| 22.20|

-------------------------------------------------------------- PROGR. 680.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -103462.9| 889394.5| 0.0| -8031.1| 6231.9| 822.4|

| 8- 1| -115899.4| 884945.7| 0.0| -7449.3| 1885.0| 908.7|

| 9- 1| -200421.5| 439207.4| 0.0| -5714.9| 1287.2| 1386.2|

DEFORMAZIONI


| 1- 1|si | Tz | 1.18| 0.37| -0.70| 7.27| 61.42|

| 8- 1|si |AccCls | 1.20| 0.37| -0.72| 24.03| 55.59|

| 9- 1|si | Ty| 0.74| 0.42| -0.53| 35.19| 36.44|

-------------------------------------------------------------- PROGR. 695.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI





| 1- 1| -91230.3| 796695.3| 0.0| -7947.0| 6231.9| 822.4|

| 8- 1| -102382.3| 856906.5| 0.0| -7384.6| 1885.0| 908.7|

| 9- 1| -179801.1| 420060.2| 0.0| -5650.2| 1287.2| 1386.2|

DEFORMAZIONI


| 1- 1|si | Tz | 0.98| 0.39| -0.63| 7.39| 54.28|

| 8- 1|si |AccCls | 1.09| 0.39| -0.68| 24.42| 49.12|

| 9- 1|si | Ty| 0.65| 0.42| -0.47| 35.76| 32.20|

-------------------------------------------------------------- PROGR. 710.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -78997.8| 703996.1| 0.0| -7862.9| 6231.9| 822.4|

| 8- 1| -88865.2| 828867.3| 0.0| -7319.9| 1885.0| 908.7|

| 9- 1| -159180.7| 400913.1| 0.0| -5585.5| 1287.2| 1386.2|

DEFORMAZIONI


| 1- 1|si | Tz | 0.48| 0.44| -0.38| 7.54| 55.77|

| 8- 1|si |AccCls | 0.58| 0.43| -0.44| 24.94| 50.47|

| 9- 1|si | Ty| 0.35| 0.47| -0.31| 36.53| 33.08|

-------------------------------------------------------------- PROGR. 725.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -66765.2| 611296.9| 0.0| -7778.7| 6231.9| 822.4|

| 8- 1| -75348.1| 800828.1| 0.0| -7255.2| 1885.0| 908.7|

| 9- 1| -138560.4| 381766.0| 0.0| -5520.8| 1287.2| 1386.2|

DEFORMAZIONI


| 1- 1|si | Tz | 0.40| 0.45| -0.33| 7.54| 55.77|

| 8- 1|si |AccCls | 0.55| 0.43| -0.41| 24.94| 50.47|

| 9- 1|si | Ty| 0.32| 0.47| -0.28| 36.53| 33.08|

-------------------------------------------------------------- PROGR. 740.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -54532.7| 518597.7| 0.0| -7694.6| 6231.9| 822.4|

| 8- 1| -61831.0| 772788.9| 0.0| -7190.5| 1885.0| 908.7|

| 8- 3| -58781.9| 777106.4| 0.0| -7208.8| 1894.3| 831.3|

| 9- 1| -117940.0| 362618.8| 0.0| -5456.1| 1287.2| 1386.2|

DEFORMAZIONI


| 1- 1|si | Tz | 0.58| 0.40| -0.39| 7.35| 53.92|

| 8- 1|si | Cls | 0.97| 0.37| -0.56| 24.29| 48.80|

| 8- 3|si |Acc | 0.97| 0.37| -0.56| 24.17| 53.34|

| 9- 1|si | Ty| 0.50| 0.42| -0.36| 35.57| 31.99|

-------------------------------------------------------------- PROGR. 754.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -42300.1| 425898.5| 0.0| -7610.5| 6231.9| 822.4|

| 8- 3| -46416.9| 748929.2| 0.0| -7144.1| 1894.3| 831.3|

| 9- 1| -97319.7| 343471.7| 0.0| -5391.4| 1287.2| 1386.2|

DEFORMAZIONI


| 1- 1|si | Tz | 0.45| 0.42| -0.32| 7.27| 53.20|

| 8- 3|si |AccCls | 0.93| 0.36| -0.53| 23.91| 52.63|

| 9- 1|si | Ty| 0.46| 0.42| -0.33| 35.19| 31.56|

-------------------------------------------------------------- PROGR. 769.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -30067.5| 333199.3| 0.0| -7526.4| 6231.9| 822.4|

| 8- 3| -34051.9| 720752.0| 0.0| -7079.4| 1894.3| 831.3|

| 9- 1| -76699.3| 324324.6| 0.0| -5326.7| 1287.2| 1386.2|

DEFORMAZIONI


| 1- 1|si | Tz | 0.30| 0.44| -0.24| 7.27| 53.20|

| 8- 3|si |AccCls | 0.87| 0.36| -0.49| 23.91| 52.63|

| 9- 1|si | Ty| 0.41| 0.42| -0.30| 35.19| 31.56|

-------------------------------------------------------------- PROGR. 784.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -17835.0| 240500.1| 0.0| -7442.3| 6231.9| 822.4|

| 8- 3| -21686.9| 692574.9| 0.0| -7014.7| 1894.3| 831.3|

| 8- 4| 14227.5| 707222.8| 0.0| -7113.8| 1721.1| 312.8|

| 9- 1| -56078.9| 305177.4| 0.0| -5262.0| 1287.2| 1386.2|

DEFORMAZIONI


| 1- 1|si | Tz | 0.17| 0.50| -0.17| 6.73| 53.20|

| 8- 3|si | Cls | 0.82| 0.36| -0.46| 22.13| 52.63|

| 8- 4|si |Acc | 0.83| 0.36| -0.46| 24.35| 139.85|

| 9- 1|si | Ty| 0.36| 0.42| -0.26| 32.56| 31.56|

-------------------------------------------------------------- PROGR. 799.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -14716.3| 147800.8| 0.0| -7358.1| 6231.9| 822.4|

| 8- 4| 14098.1| 681621.0| 0.0| -7049.1| 1721.1| 312.8|

| 9- 1| -35458.6| 286030.3| 0.0| -5197.3| 1287.2| 1386.2|

DEFORMAZIONI


| 1- 1|si | Tz | -0.09| 0.65| -0.10| 6.73| 53.20|




| 8- 4|si |AccCls | 0.79| 0.36| -0.44| 24.35| 139.85|

| 9- 1|si | Ty| 0.30| 0.42| -0.22| 32.56| 31.56|

-------------------------------------------------------------- PROGR. 799.


Trasv. Z |N. 10|A 5.0|


SOLLECITAZIONI


| 8- 4| -1584.3| 21131.1| 0.0| -792.1| -1443.4| -0.7|

| 8-13| -208.7| -56664.8| 0.0| -76.9| 887.6| 10.6|

| 8-16| 976.4| -56184.6| 0.0| -102.8| 759.5| -25.8|

| 9- 1| -2579.8| -8104.1| 0.0| -481.2| -343.4| 75.1|

DEFORMAZIONI


| 8- 4|si | Tz | -0.01| 0.55| -0.01| 17.32| 65059.91|

| 8-13|si |Acc | 0.08| 0.30| -0.03| 28.16| 4108.67|

| 8-16|si | Cls | 0.08| 0.30| -0.03| 32.91| 1698.87|

| 9- 1|si | Ty| -0.01| 0.66| -0.01| 72.79| 582.23|

-------------------------------------------------------------- PROGR. 802.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 8- 4| -1554.7| 26038.8| 0.0| -777.3| -1443.4| -0.7|

| 8-13| -172.5| -59682.6| 0.0| -62.2| 887.6| 10.6|

| 8-14| 806.5| -59061.3| 0.0| -84.8| 771.3| -20.9|

| 9- 1| -2324.3| -6936.4| 0.0| -466.4| -343.4| 75.1|

DEFORMAZIONI


| 8- 4|si | Tz | -0.01| 0.56| -0.01| 30.23| 68201.02|

| 8-13|si |Acc | 0.04| 0.36| -0.02| 49.16| 4307.04|

| 8-14|si | Cls | 0.04| 0.36| -0.02| 56.57| 2198.55|

| 9- 1|si | Ty| 0.00| 0.74| -0.01| 127.05| 610.34|

-------------------------------------------------------------- PROGR. 806.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 8- 4| -1525.1| 30946.5| 0.0| -762.6| -1443.4| -0.7|

| 8-13| -136.3| -62700.5| 0.0| -47.4| 887.6| 10.6|

| 8-14| 735.6| -61683.7| 0.0| -70.0| 771.3| -20.9|

| 9- 1| -2068.9| -5768.7| 0.0| -451.6| -343.4| 75.1|

DEFORMAZIONI


| 8- 4|si | Tz | 0.01| 0.52| -0.02| 27.89| 68201.02|

| 8-13|si |Acc | 0.05| 0.36| -0.03| 45.35| 4307.04|

| 8-14|si | Cls | 0.05| 0.36| -0.03| 52.19| 2198.55|

| 9- 1|si | Ty| 0.00| 0.78| 0.00| 117.20| 610.34|

-------------------------------------------------------------- PROGR. 809.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 8- 4| -1495.5| 35854.3| 0.0| -747.8| -1443.4| -0.7|

| 8-13| -100.1| -65718.4| 0.0| -32.6| 887.6| 10.6|

| 9- 1| -1813.4| -4601.0| 0.0| -436.8| -343.4| 75.1|

DEFORMAZIONI


| 8- 4|si | Tz | 0.02| 0.49| -0.02| 25.54| 58138.38|

| 8-13|si |AccCls | 0.05| 0.35| -0.03| 41.54| 3671.56|

| 9- 1|si | Ty| 0.00| 0.85| 0.00| 107.35| 520.29|

-------------------------------------------------------------- PROGR. 813.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 8- 4| -1466.0| 40762.0| 0.0| -733.0| -1443.4| -0.7|

| 8-13| -63.9| -68736.3| 0.0| -17.8| 887.6| 10.6|

| 9- 1| -1558.0| -3433.3| 0.0| -422.0| -343.4| 75.1|

DEFORMAZIONI


| 8- 4|si | Tz | 0.02| 0.47| -0.02| 25.54| 68201.02|

| 8-13|si |AccCls | 0.05| 0.35| -0.03| 41.54| 4307.04|

| 9- 1|si | Ty| 0.00| 0.93| 0.00| 107.35| 610.34|

-------------------------------------------------------------- PROGR. 816.


Trasv. Z |N. 14|A 7.0|


SOLLECITAZIONI


| 8- 4| -1436.4| 45669.7| 0.0| -718.2| -1443.4| -0.7|

| 8-13| -27.7| -71754.2| 0.0| -3.0| 887.6| 10.6|

| 9- 1| -1302.5| -2265.7| 0.0| -407.3| -343.4| 75.1|

DEFORMAZIONI


| 8- 4|si | Tz | 0.03| 0.45| -0.02| 23.20| 68201.02|

| 8-13|si |AccCls | 0.05| 0.35| -0.03| 37.72| 4307.04|

| 9- 1|si | Ty| 0.00| 1.06| 0.00| 97.50| 610.34|

-------------------------------------------------------------- PROGR. 819.


Trasv. Z |N. 12|A 6.0|


SOLLECITAZIONI


| 8- 4| -1406.8| 50577.4| 0.0| -703.4| -1443.4| -0.7|

| 8-13| 23.6| -74772.0| 0.0| 11.8| 887.6| 10.6|

| 9- 1| -1047.0| -1098.0| 0.0| -392.5| -343.4| 75.1|

DEFORMAZIONI


| 8- 4|si | Tz | 0.03| 0.44| -0.02| 20.85| 58138.38|

| 8-13|si |AccCls | 0.06| 0.35| -0.03| 33.91| 3671.56|

| 9- 1|si | Ty| 0.00| 1.33| 0.00| 87.65| 520.29|

-------------------------------------------------------------- PROGR. 823.





Trasv. Z |N. 12|A 6.0|


SOLLECITAZIONI


| 8- 4| -1377.2| 55485.2| 0.0| -688.6| -1443.4| -0.7|

| 8-13| 53.2| -77789.9| 0.0| 26.6| 887.6| 10.6|

| 9- 1| -791.6| 755.3| 0.0| -377.7| -343.4| 75.1|

DEFORMAZIONI


| 8- 4|si | Tz | 0.03| 0.43| -0.03| 20.85| 58138.38|

| 8-13|si |AccCls | 0.06| 0.35| -0.03| 33.91| 3671.56|

| 9- 1|si | Ty| 0.00| 1.58| 0.00| 87.65| 520.29|

-------------------------------------------------------------- PROGR. 826.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 8- 4| -1347.6| 60392.9| 0.0| -673.8| -1443.4| -0.7|

| 8-13| 82.8| -80807.8| 0.0| 41.4| 887.6| 10.6|

| 9- 1| -725.8| 1237.4| 0.0| -362.9| -343.4| 75.1|

DEFORMAZIONI


| 8- 4|si | Tz | 0.04| 0.42| -0.03| 30.23| 68201.02|

| 8-13|si |AccCls | 0.06| 0.35| -0.03| 49.16| 4307.04|

| 9- 1|si | Ty| 0.00| 1.38| 0.00| 127.05| 610.34|



| 421| 0.| 518.| 9| 204|

| 422| 518.| 836.| 204| 274|

| 616| 836.| 921.| 274| 47|


| Rett.| 0.| 921.| 921.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 1| -589077.5| -17114.6| 0.0| 8557.3| -64.3| 2613.0|

| 8-14| 146233.4| 863131.1| 0.0| -22113.0| 1876.0| -727.5|

| 9-13| 668577.6| -144362.3| 0.0| -29865.9| -95.1| -3052.4|

| 9-16| 657266.5| 289484.3| 0.0| -29611.2| 767.1| -3000.2|

DEFORMAZIONI


| 3- 1|si |Acc | 1.62| 0.27| -0.61| 704.12| 19.33|

| 8-14|si | Tz | 0.84| 0.48| -0.77| 24.15| 69.44|

| 9-13|si | Ty| 0.98| 0.49| -0.93| 476.30| 16.55|

| 9-16|si | Cls | 1.07| 0.49| -1.03| 59.05| 16.84|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 1| -470837.3| -17114.6| 0.0| 8557.3| -64.3| 2613.0|

| 8-14| 113316.2| 778242.8| 0.0| -21916.2| 1876.0| -727.5|

| 9-13| 530455.9| -140059.0| 0.0| -29669.0| -95.1| -3052.4|

| 9-16| 521507.4| 254773.6| 0.0| -29414.3| 767.1| -3000.2|

DEFORMAZIONI


| 3- 1|si |Acc | 1.34| 0.26| -0.48| 704.12| 16.74|

| 8-14|si | Tz | 0.68| 0.49| -0.66| 24.15| 60.14|

| 9-13|si | Ty| 0.67| 0.53| -0.75| 476.30| 14.33|

| 9-16|si | Cls | 0.74| 0.53| -0.82| 59.05| 14.58|

-------------------------------------------------------------- PROGR. 130.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 1| -352597.1| -17114.6| 0.0| 8557.3| -64.3| 2613.0|

| 8-14| 80399.0| 693354.6| 0.0| -21719.4| 1876.0| -727.5|

| 9-13| 392334.3| -135755.8| 0.0| -29472.2| -95.1| -3052.4|

| 9-16| 385748.4| 220062.9| 0.0| -29217.5| 767.1| -3000.2|

DEFORMAZIONI


| 3- 1|si |Acc | 1.06| 0.25| -0.35| 283.40| 6.38|

| 8-14|si | Tz | 0.53| 0.51| -0.55| 9.72| 22.93|

| 9-13|si | Ty| -0.47| 0.60| -0.57| 191.70| 5.47|

| 9-16|si | Cls | -0.51| 0.58| -0.61| 23.77| 5.56|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 1| -234356.9| -17114.6| 0.0| 8557.3| -64.3| 2613.0|




| 8-13| -83741.5| 601174.5| 0.0| -16700.8| 1826.6| 727.7|

| 8-14| 47481.8| 608466.3| 0.0| -21522.5| 1876.0| -727.5|

| 9-13| 254212.7| -131452.5| 0.0| -29275.3| -95.1| -3052.4|

DEFORMAZIONI


| 3- 1|si |Acc | 0.79| 0.22| -0.22| 283.40| 6.38|

| 8-13|si | Cls | 0.54| 0.48| -0.50| 9.98| 22.93|

| 8-14|si | Tz | -0.40| 0.54| -0.45| 9.72| 22.93|

| 9-13|si | Ty| -0.34| 0.75| -0.39| 191.70| 5.47|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 4| -3101.3| 462984.6| 0.0| 424.5| 1437.0| 87.0|

| 8-13| -50814.2| 518520.5| 0.0| -16504.0| 1826.6| 727.7|

| 8-14| 42651.4| 523578.0| 0.0| -21325.7| 1876.0| -727.5|

| 9-13| 116091.0| -127149.2| 0.0| -29078.5| -95.1| -3052.4|

DEFORMAZIONI


| 2- 4|si |Acc | 0.69| 0.29| -0.28| 10.33| 269.46|

| 8-13|si | Cls | 0.39| 0.51| -0.40| 8.13| 32.22|

| 8-14|si | Tz | -0.34| 0.59| -0.39| 7.91| 32.23|

| 9-13|si | Ty| -0.23| 1.01| -0.25| 156.13| 7.68|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 4| 849.0| 397961.3| 0.0| 424.5| 1437.0| 87.0|

| 8- 4| -44750.8| -440319.8| 0.0| -22375.4| -1296.1| -1031.6|

| 8-14| -42257.7| 438689.7| 0.0| -21128.8| 1876.0| -727.5|

| 9-13| -57763.3| -122845.9| 0.0| -28881.7| -95.1| -3052.4|

DEFORMAZIONI


| 2- 4|si |Acc | 0.59| 0.29| -0.24| 12.69| 269.46|

| 8- 4|si | Cls | -0.30| 0.67| -0.33| 14.07| 22.73|

| 8-14|si | Tz | -0.29| 0.65| -0.33| 9.72| 32.23|

| 9-13|si | Ty| -0.19| 1.23| -0.20| 191.70| 7.68|

-------------------------------------------------------------- PROGR. 389.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 1| 120363.6| 17114.6| 0.0| 8557.3| -64.3| 2613.0|

| 8- 4| -67680.5| -381669.1| 0.0| -22178.6| -1296.1| -1031.6|

| 8-14| -51269.7| 353801.4| 0.0| -20932.0| 1876.0| -727.5|

| 9-13| -160152.2| -118542.6| 0.0| -28684.8| -95.1| -3052.4|

DEFORMAZIONI


| 3- 1|si |Acc | 0.53| 0.14| -0.09| 283.40| 6.38|

| 8- 4|si | Cls | -0.28| 0.70| -0.32| 14.07| 16.17|

| 8-14|si | Tz | -0.25| 0.72| -0.28| 9.72| 22.93|

| 9-13|si | Ty| -0.25| 0.92| -0.28| 191.70| 5.47|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 1| 238603.8| 17114.6| 0.0| 8557.3| -64.3| 2613.0|

| 8-14| -84186.9| 268913.2| 0.0| -20735.2| 1876.0| -727.5|

| 9-13| -298273.9| -114239.4| 0.0| -28488.0| -95.1| -3052.4|

DEFORMAZIONI


| 3- 1|si |Acc | 0.80| 0.22| -0.22| 651.53| 16.74|

| 8-14|si | Tz | -0.24| 0.76| -0.26| 22.34| 60.14|

| 9-13|si | Cls Ty| -0.37| 0.69| -0.43| 440.72| 14.33|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 1| 356844.0| 17114.6| 0.0| 8557.3| -64.3| 2613.0|

| 8-14| -117104.1| 184024.9| 0.0| -20538.3| 1876.0| -727.5|

| 9-13| -436395.5| -109936.1| 0.0| -28291.2| -95.1| -3052.4|

DEFORMAZIONI


| 3- 1|si |Acc | 1.07| 0.25| -0.35| 704.12| 19.33|

| 8-14|si | Tz | -0.22| 0.79| -0.25| 24.15| 69.44|

| 9-13|si | Cls Ty| -0.49| 0.56| -0.61| 476.30| 16.55|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 66986.6| -262483.7| 0.0| -33493.3| 1209.8| 36.7|

| 3- 1| -270946.8| 8786.8| 0.0| 2618.9| 59.3| 2471.6|

| 9-13| 343715.6| -132273.9| 0.0| -18591.6| 26.9| -2812.2|

DEFORMAZIONI


| 1- 1|si | Tz | -0.26| 1.00| -0.27| 37.44| 1377.66|

| 3- 1|si |Acc | 0.66| 0.28| -0.26| 763.54| 20.44|

| 9-13|si | Cls Ty| 0.43| 0.52| -0.47| 1683.26| 17.96|

-------------------------------------------------------------- PROGR. 558.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 66537.1| -310575.2| 0.0| -33268.5| 1209.8| 36.7|

| 9-13| 231930.1| -133343.6| 0.0| -18418.7| 26.9| -2812.2|

DEFORMAZIONI





| 1- 1|si |Acc Tz | -0.23| 0.98| -0.25| 36.07| 1250.72|

| 9-13|si | Cls Ty| -0.22| 0.67| -0.25| 1621.51| 16.31|

-------------------------------------------------------------- PROGR. 598.


Trasv. Z |N. 8|A 4.0|


SOLLECITAZIONI


| 1- 1| 66087.5| -358666.7| 0.0| -33043.7| 1209.8| 36.7|

| 9-13| 120144.5| -134413.2| 0.0| -18245.8| 26.9| -2812.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.29| 0.90| -0.31| 17.87| 454.97|

| 9-13|si | Ty| -0.19| 0.79| -0.21| 803.21| 5.93|

-------------------------------------------------------------- PROGR. 637.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 65637.9| -406758.2| 0.0| -32819.0| 1209.8| 36.7|

| 9-13| 36145.7| -135482.9| 0.0| -18072.8| 26.9| -2812.2|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.31| 0.85| -0.34| 15.07| 454.97|

| 9-13|si | Ty| -0.13| 1.03| -0.14| 677.49| 5.93|

-------------------------------------------------------------- PROGR. 677.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 65188.3| -454849.7| 0.0| -32594.2| 1209.8| 36.7|

| 3- 1| 122032.8| -5237.9| 0.0| 2618.9| 59.3| 2471.6|

| 9-13| -103426.5| -136552.5| 0.0| -17899.9| 26.9| -2812.2|

DEFORMAZIONI


| 1- 1|si | ClsTz | -0.33| 0.80| -0.36| 15.07| 454.97|

| 3- 1|si |Acc | 0.33| 0.25| -0.11| 307.32| 6.75|

| 9-13|si | Ty| -0.17| 0.82| -0.20| 677.49| 5.93|

-------------------------------------------------------------- PROGR. 717.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 64738.8| -502941.1| 0.0| -32369.4| 1209.8| 36.7|

| 3- 1| 220277.7| -5237.9| 0.0| 2618.9| 59.3| 2471.6|

| 9- 3| 271609.2| -141645.0| 0.0| -11944.7| 194.6| 2650.4|

| 9-13| -215212.1| -137622.2| 0.0| -17727.0| 26.9| -2812.2|

DEFORMAZIONI


| 1- 1|si | Tz | -0.35| 0.76| -0.39| 15.07| 454.97|

| 3- 1|si |Acc | 0.55| 0.27| -0.21| 307.32| 6.75|

| 9- 3|si | Cls | 0.42| 0.48| -0.39| 93.71| 6.29|

| 9-13|si | Ty| -0.27| 0.62| -0.32| 677.49| 5.93|

-------------------------------------------------------------- PROGR. 757.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 64289.2| -551032.6| 0.0| -32144.6| 1209.8| 36.7|

| 3- 1| 318522.6| -5361.9| 0.0| 2618.9| 59.3| 2471.6|

| 9- 3| 376963.1| -149378.6| 0.0| -11771.8| 194.6| 2650.4|

| 9-13| -326997.6| -138691.9| 0.0| -17554.1| 26.9| -2812.2|

DEFORMAZIONI


| 1- 1|si | Tz | -0.38| 0.72| -0.42| 15.07| 454.97|

| 3- 1|si |Acc | 0.76| 0.29| -0.30| 307.32| 6.75|

| 9- 3|si | Cls | 0.65| 0.44| -0.51| 93.71| 6.29|

| 9-13|si | Ty| 0.42| 0.52| -0.45| 677.49| 5.93|

-------------------------------------------------------------- PROGR. 796.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 1- 1| 63839.6| -599124.1| 0.0| -31919.8| 1209.8| 36.7|

| 3- 1| 416767.5| -7720.0| 0.0| 2618.9| 59.3| 2471.6|

| 9- 3| 482317.1| -157112.3| 0.0| -11598.9| 194.6| 2650.4|

| 9-13| -438783.1| -139761.5| 0.0| -17381.2| 26.9| -2812.2|

DEFORMAZIONI


| 1- 1|si | Tz | -0.41| 0.68| -0.45| 31.85| 1193.12|

| 3- 1|si |Acc | 0.97| 0.29| -0.40| 649.48| 17.70|

| 9- 3|si | Cls | 0.89| 0.42| -0.64| 198.04| 16.51|

| 9-13|si | Ty| 0.66| 0.47| -0.58| 1431.82| 15.56|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 63390.1| -647215.6| 0.0| -31695.0| 1209.8| 36.7|

| 3- 1| 515012.4| -10078.1| 0.0| 2618.9| 59.3| 2471.6|

| 9- 4| 594150.0| -170243.8| 0.0| -11340.3| 605.4| 2685.8|

| 9-13| -550568.7| -140831.2| 0.0| -17208.3| 26.9| -2812.2|

DEFORMAZIONI


| 1- 1|si | Tz | -0.43| 0.65| -0.48| 37.44| 1377.66|

| 3- 1|si |Acc | 1.19| 0.30| -0.51| 763.54| 20.44|

| 9- 4|si | Cls | 1.16| 0.40| -0.77| 74.82| 18.81|

| 9-13|si | Ty| 0.90| 0.44| -0.71| 1683.26| 17.96|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|





SOLLECITAZIONI


| 1- 1| -37621.3|-1220014.6| 0.0| -18810.7| -8344.8| 2.1|

| 9- 4| -32441.7| -248907.9| 0.0| -4665.9| -1702.5| 221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 1.29| 0.40| -0.85| 5.43| 23514.76|

| 9- 4|si | Ty| 0.26| 0.42| -0.19| 26.61| 227.64|

-------------------------------------------------------------- PROGR. 847.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -37414.6|-1067512.7| 0.0| -18707.3| -8344.8| 2.1|

| 9- 4| -28386.5| -217794.4| 0.0| -4586.4| -1702.5| 221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 1.07| 0.41| -0.73| 5.49| 20642.25|

| 9- 4|si | Ty| 0.22| 0.43| -0.16| 26.89| 199.83|

-------------------------------------------------------------- PROGR. 857.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -37207.9| -915010.9| 0.0| -18604.0| -8344.8| 2.1|

| 9- 4| -24331.3| -186680.9| 0.0| -4506.9| -1702.5| 221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 0.47| 0.49| -0.45| 5.63| 24497.98|

| 9- 4|si | Ty| 0.10| 0.52| -0.10| 27.62| 237.16|

-------------------------------------------------------------- PROGR. 868.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -37001.2| -762509.1| 0.0| -18500.6| -8344.8| 2.1|

| 9- 4| -20276.1| -155567.4| 0.0| -4427.4| -1702.5| 221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 0.36| 0.52| -0.39| 5.63| 24497.98|

| 9- 4|si | Ty| -0.08| 0.54| -0.09| 27.62| 237.16|

-------------------------------------------------------------- PROGR. 879.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 1- 1| -36794.5| -610007.3| 0.0| -18397.3| -8344.8| 2.1|

| 9- 4| -16220.9| -124454.0| 0.0| -4347.9| -1702.5| 221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.28| 0.56| -0.32| 6.04| 24497.98|

| 9- 4|si | Ty| -0.06| 0.59| -0.07| 29.60| 237.16|

-------------------------------------------------------------- PROGR. 889.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| -36587.9| -457505.5| 0.0| -18293.9| -8344.8| 2.1|

| 9- 4| -12165.7| -93340.5| 0.0| -4268.4| -1702.5| 221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.23| 0.63| -0.25| 5.63| 24497.98|

| 9- 4|si | Ty| -0.05| 0.66| -0.05| 27.62| 237.16|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -36381.2| -305003.6| 0.0| -18190.6| -8344.8| 2.1|

| 9- 4| -8377.9| -62227.0| 0.0| -4188.9| -1702.5| 221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.17| 0.77| -0.18| 5.23| 24497.98|

| 9- 4|si | Ty| -0.04| 0.81| -0.04| 25.63| 237.16|

-------------------------------------------------------------- PROGR. 911.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| -36174.5| -152501.8| 0.0| -18087.2| -8344.8| 2.1|

| 9- 4| -8218.9| -31113.5| 0.0| -4109.4| -1702.5| 221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.14| 0.99| -0.15| 4.21| 20364.96|

| 9- 4|si | Ty| -0.03| 1.03| -0.03| 20.64| 197.15|

-------------------------------------------------------------- PROGR. 921.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 35967.8| 35967.8| 0.0| -17983.9| -8344.8| 2.1|

| 9- 4| 8059.9| 8059.9| 0.0| -4030.0| -1702.5| 221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.10| 1.53| -0.11| 5.43| 23514.76|

| 9- 4|si | Ty| -0.02| 1.54| -0.02| 26.61| 227.64|






| 419| 0.| 518.| 19| 203|

| 420| 518.| 836.| 203| 269|

| 611| 836.| 921.| 269| 52|


| Rett.| 0.| 921.| 921.| 58.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| 515594.8| -42718.0| 0.0| 6277.4| -139.3| -2294.3|

| 8- 7| -87090.4| 878492.2| 0.0| -19848.4| 1910.4| 468.1|

| 9-14| 600669.6| 278620.5| 0.0| -11693.2| 690.2| -2589.1|

DEFORMAZIONI


| 3- 4|si |Acc | 1.40| 0.29| -0.56| 325.14| 22.02|

| 8- 7|si | Tz | 0.84| 0.45| -0.70| 23.71| 107.91|

| 9-14|si | Cls Ty| 1.35| 0.41| -0.93| 65.63| 19.51|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| 411779.1| -36414.1| 0.0| 6277.4| -139.3| -2294.3|

| 8- 7| -65909.5| 792045.7| 0.0| -19651.6| 1910.4| 468.1|

| 9-14| 483513.6| 247389.1| 0.0| -11496.4| 690.2| -2589.1|

DEFORMAZIONI


| 3- 4|si |Acc | 1.15| 0.28| -0.44| 325.14| 19.07|

| 8- 7|si | Tz | 0.69| 0.47| -0.61| 23.71| 93.46|

| 9-14|si | Cls Ty| 1.04| 0.42| -0.75| 65.63| 16.90|

-------------------------------------------------------------- PROGR. 130.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 4| 307963.4| -30110.2| 0.0| 6277.4| -139.3| -2294.3|

| 8- 7| -44728.6| 705599.1| 0.0| -19454.7| 1910.4| 468.1|

| 8- 8| 127128.9| 684087.8| 0.0| -15916.6| 1823.6| -806.8|

| 9-14| 366357.6| 216157.7| 0.0| -11299.6| 690.2| -2589.1|

DEFORMAZIONI


| 3- 4|si |Acc | 0.91| 0.26| -0.32| 130.87| 7.27|

| 8- 7|si | Tz | 0.55| 0.48| -0.52| 9.54| 35.64|

| 8- 8|si | Cls | 0.73| 0.46| -0.61| 10.00| 20.68|

| 9-14|si | Ty| 0.75| 0.44| -0.59| 26.41| 6.44|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| 5923.2| 497000.0| 0.0| 506.1| 1277.4| -66.4|

| 8- 7| -38515.8| 619152.6| 0.0| -19257.9| 1910.4| 468.1|

| 8- 8| 90622.0| 601571.4| 0.0| -15719.8| 1823.6| -806.8|

| 9-14| 249201.5| 184926.4| 0.0| -11102.7| 690.2| -2589.1|

DEFORMAZIONI


| 2- 2|si |Acc | 0.74| 0.29| -0.31| 14.27| 251.26|

| 8- 7|si | Tz | 0.43| 0.51| -0.45| 9.54| 35.64|

| 8- 8|si | Cls | 0.57| 0.47| -0.51| 10.00| 20.68|

| 9-14|si | Ty| 0.45| 0.48| -0.42| 26.41| 6.44|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 2- 2| 2918.9| 439197.6| 0.0| 506.1| 1277.4| -66.4|

| 8- 7| -38122.1| 532706.0| 0.0| -19061.1| 1910.4| 468.1|

| 8- 8| 54115.0| 519055.0| 0.0| -15523.0| 1823.6| -806.8|

| 9-14| 132045.5| 153695.0| 0.0| -10905.9| 690.2| -2589.1|

DEFORMAZIONI


| 2- 2|si |Acc | 0.65| 0.29| -0.27| 11.62| 353.17|

| 8- 7|si | Tz | -0.34| 0.55| -0.39| 7.77| 50.09|

| 8- 8|si | Cls | 0.41| 0.49| -0.40| 8.14| 29.06|

| 9-14|si | Ty| -0.21| 0.58| -0.25| 21.51| 9.06|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| -1012.1| 381395.3| 0.0| 506.1| 1277.4| -66.4|

| 8- 7| 37728.4| 446259.4| 0.0| -18864.2| 1910.4| 468.1|




| 9-14| 21418.1| 122463.6| 0.0| -10709.1| 690.2| -2589.1|

DEFORMAZIONI


| 2- 2|si |Acc | 0.57| 0.29| -0.23| 14.27| 353.17|

| 8- 7|si | ClsTz | -0.29| 0.59| -0.33| 9.54| 50.09|

| 9-14|si | Ty| -0.10| 0.88| -0.10| 26.41| 9.06|

-------------------------------------------------------------- PROGR. 389.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| -3089.8| 323593.0| 0.0| 506.1| 1277.4| -66.4|

| 8- 7| 39994.9| 359812.9| 0.0| -18667.4| 1910.4| 468.1|

| 8- 9| 52278.4| -354945.4| 0.0| -20009.1| -903.1| 715.8|

| 9-14| -102266.6| 91232.2| 0.0| -10512.2| 690.2| -2589.1|

DEFORMAZIONI


| 2- 2|si |Acc | 0.49| 0.29| -0.20| 14.27| 251.26|

| 8- 7|si | Tz | -0.24| 0.67| -0.27| 9.54| 35.64|

| 8- 9|si | Cls | -0.25| 0.70| -0.28| 20.19| 23.30|

| 9-14|si | Ty| -0.15| 0.66| -0.17| 26.41| 6.44|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 3- 4| -211115.2| 12554.8| 0.0| 6277.4| -139.3| -2294.3|

| 8- 7| 61175.8| 273366.3| 0.0| -18470.5| 1910.4| 468.1|

| 9- 3| 248687.3| -102573.8| 0.0| -24429.3| 230.2| 2498.1|

| 9-14| -219422.6| 60000.8| 0.0| -10315.4| 690.2| -2589.1|

DEFORMAZIONI


| 3- 4|si |Acc | 0.67| 0.23| -0.20| 300.85| 19.07|

| 8- 7|si | Tz | -0.22| 0.75| -0.24| 21.94| 93.46|

| 9- 3|si | Cls | -0.31| 0.70| -0.36| 182.04| 17.51|

| 9-14|si | Ty| 0.31| 0.49| -0.29| 60.73| 16.90|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| -314930.9| 12554.8| 0.0| 6277.4| -139.3| -2294.3|

| 8- 7| 82356.7| 186919.7| 0.0| -18273.7| 1910.4| 468.1|

| 9- 3| 361728.5| -112992.3| 0.0| -24232.5| 230.2| 2498.1|

| 9-14| -336578.6| 28769.4| 0.0| -10118.5| 690.2| -2589.1|

DEFORMAZIONI


| 3- 4|si |Acc | 0.91| 0.26| -0.31| 325.14| 22.02|

| 8- 7|si | Tz | -0.19| 0.81| -0.21| 23.71| 107.91|

| 9- 3|si | Cls | -0.42| 0.57| -0.51| 196.73| 20.22|

| 9-14|si | Ty| 0.56| 0.42| -0.40| 65.63| 19.51|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 3- 4| 240007.5| 5891.7| 0.0| 1021.7| 47.8| -2233.3|

| 8- 8| 62885.5| 199321.0| 0.0| -13911.7| 1180.4| -842.4|

| 9- 3| -293812.6| -135232.5| 0.0| -15718.5| 23.6| 2435.7|

| 9-14| 243070.0| 26619.1| 0.0| -13309.5| 595.9| -2542.5|

DEFORMAZIONI


| 3- 4|si |Acc | 0.55| 0.30| -0.23| 946.71| 22.62|

| 8- 8|si | Tz | -0.16| 0.72| -0.18| 38.37| 59.96|

| 9- 3|si | Cls | 0.38| 0.52| -0.41| 1921.33| 20.74|

| 9-14|si | Ty| 0.25| 0.53| -0.28| 76.01| 19.87|

-------------------------------------------------------------- PROGR. 558.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -62473.2| -329479.1| 0.0| -31236.6| 1131.0| -235.3|

| 8- 8| 29399.9| 152399.8| 0.0| -13738.8| 1180.4| -842.4|

| 9-14| 142006.4| -26273.2| 0.0| -13136.6| 595.9| -2542.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.22| 0.93| -0.24| 38.58| 194.91|

| 8- 8|si | Tz | -0.10| 0.91| -0.11| 36.97| 54.44|

| 9-14|si | Ty| -0.12| 0.77| -0.13| 73.22| 18.04|

-------------------------------------------------------------- PROGR. 598.


Trasv. Z |N. 8|A 4.0|


SOLLECITAZIONI


| 1- 1| -62023.6| -374438.1| 0.0| -31011.8| 1131.0| -235.3|

| 8- 8| -27131.8| 105478.6| 0.0| -13565.9| 1180.4| -842.4|

| 9-14| 40942.7| -29800.8| 0.0| -12963.7| 595.9| -2542.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.29| 0.86| -0.31| 19.11| 70.90|

| 8- 8|si | Tz | -0.10| 1.02| -0.11| 18.31| 19.80|

| 9-14|si | Ty| -0.08| 1.24| -0.09| 36.27| 6.56|

-------------------------------------------------------------- PROGR. 637.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -61574.1| -419397.1| 0.0| -30787.0| 1131.0| -235.3|

| 8- 8| -37571.4| 58557.4| 0.0| -13393.0| 1180.4| -842.4|

| 9-14| -60120.9| -53488.4| 0.0| -12790.8| 595.9| -2542.5|

DEFORMAZIONI





| 1- 1|si |AccCls | -0.31| 0.81| -0.33| 16.12| 70.90|

| 8- 8|si | Tz | -0.09| 1.13| -0.10| 15.44| 19.80|

| 9-14|si | Ty| -0.10| 0.98| -0.11| 30.59| 6.56|

-------------------------------------------------------------- PROGR. 677.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -61124.5| -464356.1| 0.0| -30562.2| 1131.0| -235.3|

| 8- 8| -71057.0| 26440.2| 0.0| -13220.1| 1180.4| -842.4|

| 9-14| -161184.5| -77176.0| 0.0| -12617.9| 595.9| -2542.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.33| 0.77| -0.36| 16.12| 70.90|

| 8- 8|si | Tz | -0.10| 1.03| -0.11| 15.44| 19.80|

| 9-14|si | Ty| -0.19| 0.62| -0.22| 30.59| 6.56|

-------------------------------------------------------------- PROGR. 717.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -69568.8| -509315.2| 0.0| -30337.5| 1131.0| -235.3|

| 3- 4| -203857.4| -3617.6| 0.0| 1021.7| 47.8| -2233.3|

| 8- 8| -104542.7| -35285.0| 0.0| -13047.2| 1180.4| -842.4|

| 9-14| -262248.2| -100863.6| 0.0| -12445.0| 595.9| -2542.5|

DEFORMAZIONI


| 1- 1|si | Cls | -0.36| 0.72| -0.39| 16.12| 70.90|

| 3- 4|si |Acc | 0.47| 0.29| -0.20| 381.04| 7.47|

| 8- 8|si | Tz | -0.12| 0.83| -0.14| 15.44| 19.80|

| 9-14|si | Ty| 0.36| 0.50| -0.35| 30.59| 6.56|

-------------------------------------------------------------- PROGR. 757.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 3- 4| -292630.4| -5519.5| 0.0| 1021.7| 47.8| -2233.3|

| 8- 8| -138028.3| -82206.3| 0.0| -12874.3| 1180.4| -842.4|

| 9-13| -359926.5| -151685.8| 0.0| -12415.9| 162.4| -2502.9|

| 9-14| -363311.8| -124551.1| 0.0| -12272.1| 595.9| -2542.5|

DEFORMAZIONI


| 3- 4|si |Acc | 0.66| 0.30| -0.28| 381.04| 7.47|

| 8- 8|si | Tz | -0.17| 0.67| -0.20| 15.44| 19.80|

| 9-13|si | Cls | 0.60| 0.45| -0.50| 112.28| 6.67|

| 9-14|si | Ty| 0.59| 0.45| -0.48| 30.59| 6.56|

-------------------------------------------------------------- PROGR. 796.


Trasv. Z |N. 18|A 9.0|


SOLLECITAZIONI


| 3- 4| -381403.3| -7421.3| 0.0| 1021.7| 47.8| -2233.3|

| 8- 8| -171514.0| -129127.5| 0.0| -12701.4| 1180.4| -842.4|

| 9-13| -459416.3| -158140.2| 0.0| -12243.0| 162.4| -2502.9|

| 9-14| -464375.4| -148238.7| 0.0| -12099.1| 595.9| -2542.5|

DEFORMAZIONI


| 3- 4|si |Acc | 0.86| 0.30| -0.37| 805.29| 19.59|

| 8- 8|si | Tz | -0.22| 0.58| -0.26| 32.64| 51.93|

| 9-13|si | Cls | 0.83| 0.42| -0.61| 237.29| 17.48|

| 9-14|si | Ty| 0.84| 0.42| -0.61| 64.66| 17.21|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 8- 8| -204999.6| -176048.7| 0.0| -12528.4| 1180.4| -842.4|

| 9-14| -565439.1| -171926.3| 0.0| -11926.2| 595.9| -2542.5|

DEFORMAZIONI


| 8- 8|si | Tz | 0.29| 0.53| -0.34| 38.37| 59.96|

| 9-14|si |AccCls Ty| 1.08| 0.41| -0.74| 76.01| 19.87|

-------------------------------------------------------------- PROGR. 836.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 37619.4|-1217962.0| 0.0| -18809.7| -8330.8| -4.0|

| 9-14| 32446.6| -254142.2| 0.0| -4668.0| -1738.3| -221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 1.28| 0.40| -0.85| 5.44| 12755.78|

| 9-14|si | Ty| 0.27| 0.42| -0.20| 26.06| 227.60|

-------------------------------------------------------------- PROGR. 847.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 37412.7|-1065716.8| 0.0| -18706.3| -8330.8| -4.0|

| 9-14| 28390.8| -222374.4| 0.0| -4588.5| -1738.3| -221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 1.07| 0.41| -0.73| 5.50| 11197.56|

| 9-14|si | Ty| 0.22| 0.43| -0.17| 26.34| 199.80|

-------------------------------------------------------------- PROGR. 857.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI





| 1- 1| 37206.0| -913471.5| 0.0| -18603.0| -8330.8| -4.0|

| 9-14| 24334.9| -190606.7| 0.0| -4509.0| -1738.3| -221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 0.47| 0.49| -0.45| 5.64| 13289.14|

| 9-14|si | Ty| 0.10| 0.51| -0.11| 27.05| 237.12|

-------------------------------------------------------------- PROGR. 868.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 36999.3| -761226.3| 0.0| -18499.7| -8330.8| -4.0|

| 9-14| 20279.1| -158838.9| 0.0| -4429.5| -1738.3| -221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | 0.36| 0.52| -0.39| 5.64| 13289.14|

| 9-14|si | Ty| -0.08| 0.54| -0.09| 27.05| 237.12|

-------------------------------------------------------------- PROGR. 879.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 1- 1| 36792.6| -608981.0| 0.0| -18396.3| -8330.8| -4.0|

| 9-14| 16223.3| -127071.1| 0.0| -4350.0| -1738.3| -221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.28| 0.56| -0.32| 6.05| 13289.14|

| 9-14|si | Ty| -0.06| 0.58| -0.07| 28.99| 237.12|

-------------------------------------------------------------- PROGR. 889.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 36585.9| -456735.8| 0.0| -18293.0| -8330.8| -4.0|

| 9-14| 12167.5| -95303.3| 0.0| -4270.6| -1738.3| -221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.23| 0.63| -0.25| 5.64| 13289.14|

| 9-14|si | Ty| -0.05| 0.66| -0.05| 27.05| 237.12|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 36379.2| -304490.5| 0.0| -18189.6| -8330.8| -4.0|

| 9-14| 8382.1| -63535.6| 0.0| -4191.1| -1738.3| -221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.17| 0.77| -0.18| 5.24| 13289.14|

| 9-14|si | Ty| -0.04| 0.81| -0.04| 25.10| 237.12|

-------------------------------------------------------------- PROGR. 911.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| 36172.6| -152245.3| 0.0| -18086.3| -8330.8| -4.0|

| 9-14| 8223.1| -31767.8| 0.0| -4111.6| -1738.3| -221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.14| 0.99| -0.15| 4.22| 11047.15|

| 9-14|si | Ty| -0.03| 1.02| -0.03| 20.22| 197.12|

-------------------------------------------------------------- PROGR. 921.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 1- 1| 35965.9| 35965.9| 0.0| -17982.9| -8330.8| -4.0|

| 9-14| 8064.1| 8064.1| 0.0| -4032.1| -1738.3| -221.9|

DEFORMAZIONI


| 1- 1|si |AccClsTz | -0.10| 1.53| -0.11| 5.44| 12755.78|

| 9-14|si | Ty| -0.02| 1.54| -0.02| 26.06| 227.60|



| 201| 0.| 518.| 21| 180|

| 227| 518.| 955.| 180| 185|


| Rett.| 0.| 955.| 955.| 60.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 24|A 12.1|





SOLLECITAZIONI


| 2- 2| -24864.9| 786346.4| 0.0| 92.3| 2477.8| 56.8|

| 8- 7| -165942.8| 874495.1| 0.0| -27545.0| 2763.9| 470.8|

| 8-10| 103935.7| -885807.5| 0.0| -27985.7| -2782.6| -282.3|

| 9-10| -432951.7| 285871.8| 0.0| -27301.8| 908.9| 1262.9|

DEFORMAZIONI


| 2- 2|si |Acc | 1.14| 0.30| -0.49| 19.67| 893.89|

| 8- 7|si | Cls | 0.73| 0.51| -0.76| 17.63| 107.82|

| 8-10|si | Tz | 0.63| 0.52| -0.68| 17.51| 179.82|

| 9-10|si | Ty| 0.59| 0.54| -0.70| 53.62| 40.19|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 2| -22295.3| 674227.2| 0.0| 92.3| 2477.8| 56.8|

| 8- 7| -144638.8| 749427.7| 0.0| -27341.3| 2763.9| 470.8|

| 8-10| 91161.9| -759896.3| 0.0| -27782.1| -2782.6| -282.3|

| 9-10| -375804.1| 244744.7| 0.0| -27098.2| 908.9| 1262.9|

DEFORMAZIONI


| 2- 2|si |Acc | 0.97| 0.30| -0.42| 18.30| 774.74|

| 8- 7|si | Cls | -0.56| 0.54| -0.64| 16.41| 93.45|

| 8-10|si | Tz | -0.51| 0.56| -0.58| 16.30| 155.85|

| 9-10|si | Ty| -0.50| 0.57| -0.60| 49.90| 34.84|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| -19725.6| 562108.0| 0.0| 92.3| 2477.8| 56.8|

| 8- 7| -123334.8| 624360.3| 0.0| -27137.7| 2763.9| 470.8|

| 8-10| 78388.2| -633985.1| 0.0| -27578.4| -2782.6| -282.3|

| 9-10| -318656.5| 203617.6| 0.0| -26894.6| 908.9| 1262.9|

DEFORMAZIONI


| 2- 2|si |Acc | 0.81| 0.30| -0.35| 7.38| 298.14|

| 8- 7|si | Cls | -0.46| 0.59| -0.52| 6.62| 35.96|

| 8-10|si | Tz | -0.42| 0.61| -0.47| 6.57| 59.98|

| 9-10|si | Ty| -0.42| 0.62| -0.50| 20.12| 13.41|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| -17156.0| 449988.8| 0.0| 92.3| 2477.8| 56.8|

| 8- 7| -102030.8| 499292.9| 0.0| -26934.1| 2763.9| 470.8|

| 8-10| 65614.5| -508073.9| 0.0| -27374.8| -2782.6| -282.3|

| 9-10| -261508.8| 162490.5| 0.0| -26690.9| 908.9| 1262.9|

DEFORMAZIONI


| 2- 2|si |Acc | 0.65| 0.30| -0.28| 7.38| 298.14|

| 8- 7|si | Cls | -0.37| 0.66| -0.41| 6.62| 35.96|

| 8-10|si | Tz | -0.34| 0.70| -0.38| 6.57| 59.98|

| 9-10|si | Ty| -0.34| 0.69| -0.40| 20.12| 13.41|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| -14586.4| 337869.6| 0.0| 92.3| 2477.8| 56.8|

| 8- 7| -80726.8| 374225.5| 0.0| -26730.5| 2763.9| 470.8|

| 8-10| 54342.4| -382162.8| 0.0| -27171.2| -2782.6| -282.3|

| 9-10| -204361.2| 121363.5| 0.0| -26487.3| 908.9| 1262.9|

DEFORMAZIONI


| 2- 2|si |Acc | 0.49| 0.30| -0.21| 7.38| 417.29|

| 8- 7|si | Cls | -0.29| 0.78| -0.31| 6.62| 50.33|

| 8-10|si | Tz | -0.27| 0.81| -0.29| 6.57| 83.94|

| 9-10|si | Ty| -0.27| 0.79| -0.31| 20.12| 18.76|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -80608.8| 80608.8| 0.0| -40304.4| -165.1| 298.3|

| 2- 2| -12016.8| 225750.4| 0.0| 92.3| 2477.8| 56.8|

| 8-10| 53935.1| -256251.6| 0.0| -26967.6| -2782.6| -282.3|

| 9-10| -147213.5| 80236.4| 0.0| -26283.7| 908.9| 1262.9|

DEFORMAZIONI


| 1- 1|si | Cls | -0.23| 1.51| -0.25| 110.72| 79.43|

| 2- 2|si |Acc | 0.33| 0.30| -0.15| 7.38| 417.29|

| 8-10|si | Tz | -0.22| 0.96| -0.24| 6.57| 83.94|

| 9-10|si | Ty| -0.21| 0.95| -0.24| 20.12| 18.76|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| -80079.4| 80079.4| 0.0| -40039.7| -165.1| 298.3|

| 8-10| 53527.9| -130340.4| 0.0| -26763.9| -2782.6| -282.3|

| 9-10| -90065.9| 52160.1| 0.0| -26080.1| 908.9| 1262.9|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.23| 1.51| -0.24| 110.72| 56.75|

| 8-10|si | Tz | -0.18| 1.19| -0.19| 6.57| 59.98|

| 9-10|si | Ty| -0.17| 1.21| -0.18| 20.12| 13.41|

-------------------------------------------------------------- PROGR. 453.





Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| -79549.9| 79549.9| 0.0| -39775.0| -165.1| 298.3|

| 8-10| 53120.6| -53120.6| 0.0| -26560.3| -2782.6| -282.3|

| 9-10| -51752.9| -51752.9| 0.0| -25876.4| 908.9| 1262.9|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.23| 1.51| -0.24| 254.13| 147.47|

| 8-10|si | Tz | -0.15| 1.52| -0.16| 15.08| 155.85|

| 9-10|si | Ty| -0.15| 1.52| -0.15| 46.17| 34.84|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 1- 1| 79020.5| 79020.5| 0.0| -39510.3| -165.1| 298.3|

| 8-10| 52713.4| 121482.0| 0.0| -26356.7| -2782.6| -282.3|

| 9-10| 51345.6| -51345.6| 0.0| -25672.8| 908.9| 1262.9|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.23| 1.00| -0.24| 295.10| 170.15|

| 8-10|si | Tz | -0.17| 1.00| -0.18| 17.51| 179.82|

| 9-10|si | Ty| -0.14| 1.00| -0.15| 53.62| 40.19|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 2- 2| -16136.9| 272599.4| 0.0| 32.9| 2199.3| 167.1|

| 8- 7| -28055.3| 333279.9| 0.0| -12373.0| 2585.8| 420.8|

| 9-10| -27428.4| 132941.1| 0.0| -12121.8| 964.8| 600.3|

DEFORMAZIONI


| 2- 2|si |Acc | 0.40| 0.31| -0.18| 22.16| 303.74|

| 8- 7|si | ClsTz | -0.20| 0.55| -0.23| 18.85| 120.64|

| 9-10|si | Ty| -0.10| 0.89| -0.11| 50.51| 84.56|

-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 2- 2| -7007.7| 152460.8| 0.0| 32.9| 2199.3| 167.1|

| 8- 7| -24254.3| 192027.8| 0.0| -12127.2| 2585.8| 420.8|

| 9-10| 23751.9| 80236.6| 0.0| -11876.0| 964.8| 600.3|

DEFORMAZIONI


| 2- 2|si |Acc | 0.12| 0.36| -0.06| 19.91| 276.88|

| 8- 7|si | ClsTz | -0.10| 0.80| -0.11| 16.93| 109.98|

| 9-10|si | Ty| -0.07| 1.10| -0.07| 45.38| 77.08|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 37477.0| 40881.4| 0.0| -18738.5| 386.1| 554.2|

| 8- 7| 23762.7| 50775.8| 0.0| -11881.4| 2585.8| 420.8|

| 9-10| 38156.4| 27532.2| 0.0| -11630.1| 964.8| 600.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.10| 1.49| -0.11| 47.36| 30.55|

| 8- 7|si | Tz | -0.07| 1.24| -0.08| 7.07| 40.24|

| 9-10|si | Ty| -0.07| 1.21| -0.08| 18.95| 28.20|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 55578.2| 36837.9| 0.0| -18418.9| 386.1| 554.2|

| 2- 2| 11250.7| -87816.5| 0.0| 32.9| 2199.3| 167.1|

| 8- 7| 40895.9| -90476.2| 0.0| -11635.5| 2585.8| 420.8|

| 9-10| 70948.8| -25172.2| 0.0| -11384.3| 964.8| 600.3|

DEFORMAZIONI


| 1- 1|si | Cls | -0.11| 1.28| -0.12| 47.36| 42.76|

| 2- 2|si |Acc | 0.14| 0.32| -0.06| 8.31| 141.79|

| 8- 7|si | Tz | -0.09| 0.92| -0.10| 7.07| 56.32|

| 9-10|si | Ty| -0.09| 0.95| -0.10| 18.95| 39.47|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| 20379.9| -207955.1| 0.0| 32.9| 2199.3| 167.1|

| 8- 7| 63879.7| -231728.2| 0.0| -11389.7| 2585.8| 420.8|

| 9-10| 103741.3| -77876.7| 0.0| -11138.5| 964.8| 600.3|

DEFORMAZIONI


| 2- 2|si |Acc | 0.31| 0.32| -0.14| 8.31| 101.31|

| 8- 7|si | ClsTz | -0.18| 0.61| -0.20| 7.07| 40.24|

| 9-10|si | Ty| -0.13| 0.70| -0.15| 18.95| 28.20|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| 29509.0| -328093.8| 0.0| 32.9| 2199.3| 167.1|

| 8- 7| 86863.4| -372980.2| 0.0| -11143.9| 2585.8| 420.8|

| 9-10| 136533.7| -130581.1| 0.0| -10892.7| 964.8| 600.3|

DEFORMAZIONI





| 2- 2|si |Acc | 0.49| 0.32| -0.23| 8.31| 101.31|

| 8- 7|si | ClsTz | 0.32| 0.50| -0.32| 7.07| 40.24|

| 9-10|si | Ty| -0.19| 0.58| -0.22| 18.95| 28.20|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 2| 38638.2| -448232.4| 0.0| 32.9| 2199.3| 167.1|

| 8- 7| 109847.2| -514232.3| 0.0| -10898.1| 2585.8| 420.8|

| 9-10| 169326.1| -183285.5| 0.0| -10646.9| 964.8| 600.3|

DEFORMAZIONI


| 2- 2|si |Acc | 0.67| 0.32| -0.31| 8.31| 141.79|

| 8- 7|si | ClsTz | 0.55| 0.45| -0.44| 7.07| 56.32|

| 9-10|si | Ty| 0.27| 0.52| -0.30| 18.95| 39.47|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 2- 2| 47767.4| -568371.0| 0.0| 32.9| 2199.3| 167.1|

| 8- 7| 132830.9| -655484.3| 0.0| -10652.3| 2585.8| 420.8|

| 9-10| 202118.5| -235990.0| 0.0| -10401.1| 964.8| 600.3|

DEFORMAZIONI


| 2- 2|si |Acc | 0.84| 0.32| -0.39| 19.08| 263.25|

| 8- 7|si | ClsTz | 0.78| 0.42| -0.57| 16.23| 104.56|

| 9-10|si | Ty| 0.39| 0.49| -0.37| 43.50| 73.29|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 2- 2| 56896.6| -688509.7| 0.0| 32.9| 2199.3| 167.1|

| 8- 7| 155814.7| -796736.3| 0.0| -10406.5| 2585.8| 420.8|

| 9-10| 234910.9| -288694.4| 0.0| -10155.3| 964.8| 600.3|

DEFORMAZIONI


| 2- 2|si |Acc | 1.02| 0.32| -0.48| 22.16| 303.74|

| 8- 7|si | ClsTz | 1.01| 0.41| -0.69| 18.85| 120.64|

| 9-10|si | Ty| 0.51| 0.47| -0.45| 50.51| 84.56|



| 205| 0.| 518.| 23| 182|

| 229| 518.| 955.| 182| 186|


| Rett.| 0.| 955.| 955.| 60.| 30.| 0.| 0.| 0.| 0.|

CASI DI CARICO



| 2|SISMAX SLU | 4|

| 3|SISMAY SLU | 4|







| 10|SLUGeo | 1|

| 11|Rara | 1|

| 12|Frequente | 1|


-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 2- 3| -30912.6| -781325.1| 0.0| 114.4| -2470.4| 124.9|

| 8- 9| -150257.4| -891504.8| 0.0| -28134.2| -2912.3| 527.6|

| 9- 3| -406854.0| -298573.7| 0.0| -28041.2| -1057.9| 1322.7|

DEFORMAZIONI


| 2- 3|si |Acc | 1.14| 0.31| -0.50| 19.73| 406.45|

| 8- 9|si | ClsTz | 0.72| 0.51| -0.75| 16.73| 96.22|

| 9- 3|si | Ty| -0.56| 0.56| -0.67| 46.06| 38.38|

-------------------------------------------------------------- PROGR. 65.


Trasv. Z |N. 22|A 11.1|


SOLLECITAZIONI


| 2- 3| -25261.3| -669540.3| 0.0| 114.4| -2470.4| 124.9|

| 8- 9| -126385.4| -759724.0| 0.0| -27930.6| -2912.3| 527.6|

| 9- 3| -347002.4| -250701.6| 0.0| -27837.6| -1057.9| 1322.7|

DEFORMAZIONI


| 2- 3|si |Acc | 0.97| 0.30| -0.42| 18.36| 352.27|

| 8- 9|si | ClsTz | -0.55| 0.54| -0.62| 15.57| 83.39|

| 9- 3|si | Ty| -0.47| 0.60| -0.56| 42.87| 33.26|

-------------------------------------------------------------- PROGR. 129.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 3| -19610.0| -557755.5| 0.0| 114.4| -2470.4| 124.9|

| 8- 9| -102513.3| -627943.1| 0.0| -27726.9| -2912.3| 527.6|




| 9- 3| -287150.7| -202829.5| 0.0| -27634.0| -1057.9| 1322.7|

DEFORMAZIONI


| 2- 3|si |Acc | 0.81| 0.30| -0.35| 7.40| 135.56|

| 8- 9|si | ClsTz | -0.44| 0.60| -0.50| 6.28| 32.09|

| 9- 3|si | Ty| -0.39| 0.66| -0.46| 17.28| 12.80|

-------------------------------------------------------------- PROGR. 194.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 3| -13958.7| -445970.7| 0.0| 114.4| -2470.4| 124.9|

| 8- 9| -78641.3| -496162.2| 0.0| -27523.3| -2912.3| 527.6|

| 9- 3| -227299.0| -154957.4| 0.0| -27430.3| -1057.9| 1322.7|

DEFORMAZIONI


| 2- 3|si |Acc | 0.64| 0.30| -0.27| 7.40| 135.56|

| 8- 9|si | ClsTz | -0.35| 0.70| -0.38| 6.28| 32.09|

| 9- 3|si | Ty| -0.31| 0.75| -0.36| 17.28| 12.80|

-------------------------------------------------------------- PROGR. 259.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 3| -8307.4| -334185.9| 0.0| 114.4| -2470.4| 124.9|

| 8- 8| 55419.6| 378367.3| 0.0| -27709.8| 2614.0| -418.5|

| 8- 9| -54769.2| -364381.3| 0.0| -27319.7| -2912.3| 527.6|

| 9- 3| -167447.4| -107085.3| 0.0| -27226.7| -1057.9| 1322.7|

DEFORMAZIONI


| 2- 3|si |Acc | 0.48| 0.30| -0.20| 7.40| 189.74|

| 8- 8|si | Cls | -0.27| 0.83| -0.29| 6.99| 56.63|

| 8- 9|si | Tz | -0.26| 0.83| -0.29| 6.28| 44.92|

| 9- 3|si | Ty| -0.24| 0.89| -0.27| 17.28| 17.92|

-------------------------------------------------------------- PROGR. 324.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 83135.8| 83135.8| 0.0| -41567.9| -218.8| 218.7|

| 2- 3| -2656.1| -222401.1| 0.0| 114.4| -2470.4| 124.9|

| 8- 9| -54232.1| -232600.4| 0.0| -27116.1| -2912.3| 527.6|

| 9- 3| -107595.7| -59213.2| 0.0| -27023.1| -1057.9| 1322.7|

DEFORMAZIONI


| 1- 1|si | Cls | -0.24| 1.50| -0.25| 83.55| 108.33|

| 2- 3|si |Acc | 0.32| 0.29| -0.13| 7.40| 189.74|

| 8- 9|si | Tz | -0.21| 0.99| -0.23| 6.28| 44.92|

| 9- 3|si | Ty| -0.19| 1.13| -0.20| 17.28| 17.92|

-------------------------------------------------------------- PROGR. 388.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 82606.3| 82606.3| 0.0| -41303.2| -218.8| 218.7|

| 8- 9| -53824.9| -100819.5| 0.0| -26912.4| -2912.3| 527.6|

| 9- 3| -53638.9| -53638.9| 0.0| -26819.5| -1057.9| 1322.7|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.24| 1.50| -0.25| 83.55| 77.40|

| 8- 9|si | Tz | -0.17| 1.29| -0.18| 6.28| 32.09|

| 9- 3|si | Ty| -0.15| 1.51| -0.16| 17.28| 12.80|

-------------------------------------------------------------- PROGR. 453.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 1- 1| 82076.9| 82076.9| 0.0| -41038.5| -218.8| 218.7|

| 8- 9| 53417.6| 53417.6| 0.0| -26708.8| -2912.3| 527.6|

| 9- 3| 53231.7| 53231.7| 0.0| -26615.8| -1057.9| 1322.7|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.24| 1.50| -0.25| 191.76| 201.13|

| 8- 9|si | Tz | -0.15| 1.51| -0.16| 14.41| 83.39|

| 9- 3|si | Ty| -0.15| 1.51| -0.16| 39.67| 33.26|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 1- 1| 81547.5| 81547.5| 0.0| -40773.7| -218.8| 218.7|

| 8- 9| 53010.4| 162742.3| 0.0| -26505.2| -2912.3| 527.6|

| 9- 3| 71959.2| 84403.1| 0.0| -26412.2| -1057.9| 1322.7|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.23| 1.00| -0.25| 222.68| 232.06|

| 8- 9|si | Tz | -0.19| 1.00| -0.20| 16.73| 96.22|

| 9- 3|si | Ty| -0.17| 1.00| -0.18| 46.06| 38.38|

-------------------------------------------------------------- PROGR. 518.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 2- 3| 6070.4| -266748.6| 0.0| 55.9| -2109.8| 38.9|

| 8- 8| -26400.4| 301489.2| 0.0| -13200.2| 2417.7| -82.3|

| 9-14| -26581.3| 91286.0| 0.0| -13290.6| 784.8| -144.2|

DEFORMAZIONI


| 2- 3|si |Acc | 0.38| 0.29| -0.16| 23.10| 1304.80|

| 8- 8|si | ClsTz | -0.18| 0.61| -0.20| 20.16| 616.82|

| 9-14|si | Ty| -0.09| 1.00| -0.10| 62.10| 352.05|




-------------------------------------------------------------- PROGR. 572.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 2- 3| 8195.5| -151503.0| 0.0| 55.9| -2109.8| 38.9|

| 8- 8| -25908.8| 169419.8| 0.0| -12954.4| 2417.7| -82.3|

| 8- 9| 33145.4| -164036.0| 0.0| -12730.1| -2264.9| 73.1|

| 9-14| -29895.1| 48416.5| 0.0| -13044.8| 784.8| -144.2|

DEFORMAZIONI


| 2- 3|si |Acc | 0.12| 0.36| -0.07| 20.76| 1189.43|

| 8- 8|si | Tz | -0.10| 0.87| -0.11| 18.11| 562.28|

| 8- 9|si | Cls | -0.10| 0.85| -0.11| 19.33| 633.40|

| 9-14|si | Ty| -0.07| 1.29| -0.07| 55.80| 320.92|

-------------------------------------------------------------- PROGR. 627.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 40319.6| 40093.2| 0.0| -20046.6| 331.9| 25.1|

| 8- 8| -25417.1| 37350.4| 0.0| -12708.6| 2417.7| -82.3|

| 9-14| -37771.5| 25598.0| 0.0| -12799.0| 784.8| -144.2|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.11| 1.52| -0.11| 55.09| 674.62|

| 8- 8|si | Tz | -0.07| 1.38| -0.08| 7.56| 205.73|

| 9-14|si | Ty| -0.07| 1.30| -0.08| 23.30| 117.42|

-------------------------------------------------------------- PROGR. 682.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 1- 1| 41690.5| -39454.1| 0.0| -19727.0| 331.9| 25.1|

| 2- 3| 12445.8| 78988.4| 0.0| 55.9| -2109.8| 38.9|

| 8- 8| -24925.5| -94718.9| 0.0| -12462.8| 2417.7| -82.3|

| 9-14| -45647.9| -37322.5| 0.0| -12553.2| 784.8| -144.2|

DEFORMAZIONI


| 1- 1|si | Cls | -0.11| 1.49| -0.11| 55.09| 944.23|

| 2- 3|si |Acc | 0.13| 0.33| -0.06| 8.67| 609.12|

| 8- 8|si | Tz | -0.09| 1.03| -0.10| 7.56| 287.95|

| 9-14|si | Ty| -0.08| 1.12| -0.09| 23.30| 164.34|

-------------------------------------------------------------- PROGR. 736.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 3| 14570.9| 194234.1| 0.0| 55.9| -2109.8| 38.9|

| 8- 8| -24433.9| -226788.3| 0.0| -12216.9| 2417.7| -82.3|

| 8- 9| 45117.4| 207119.9| 0.0| -11992.7| -2264.9| 73.1|

| 9-14| -53524.3| -80192.1| 0.0| -12307.4| 784.8| -144.2|

DEFORMAZIONI


| 2- 3|si |Acc | 0.29| 0.31| -0.13| 8.67| 435.20|

| 8- 8|si | Tz | -0.14| 0.69| -0.16| 7.56| 205.73|

| 8- 9|si | Cls | -0.15| 0.69| -0.16| 8.07| 231.75|

| 9-14|si | Ty| -0.10| 0.92| -0.11| 23.30| 117.42|

-------------------------------------------------------------- PROGR. 791.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 3| 16696.0| 309479.7| 0.0| 55.9| -2109.8| 38.9|

| 8- 8| -24966.5| -358857.7| 0.0| -11971.1| 2417.7| -82.3|

| 8- 9| 49108.1| 330838.5| 0.0| -11746.8| -2264.9| 73.1|

| 9-14| -61400.7| -123061.6| 0.0| -12061.6| 784.8| -144.2|

DEFORMAZIONI


| 2- 3|si |Acc | 0.45| 0.31| -0.20| 8.67| 435.20|

| 8- 8|si | Tz | 0.22| 0.52| -0.24| 7.56| 205.73|

| 8- 9|si | Cls | -0.22| 0.54| -0.25| 8.07| 231.75|

| 9-14|si | Ty| -0.12| 0.79| -0.13| 23.30| 117.42|

-------------------------------------------------------------- PROGR. 845.


Trasv. Z |N. 6|A 3.0|


SOLLECITAZIONI


| 2- 3| 18821.2| 424725.4| 0.0| 55.9| -2109.8| 38.9|

| 8- 8| -29462.0| -490927.1| 0.0| -11725.3| 2417.7| -82.3|

| 8- 9| 53098.7| 454557.1| 0.0| -11501.0| -2264.9| 73.1|

| 9-14| -69277.2| -165931.1| 0.0| -11815.8| 784.8| -144.2|

DEFORMAZIONI


| 2- 3|si |Acc | 0.61| 0.30| -0.27| 8.67| 609.12|

| 8- 8|si | Tz | 0.40| 0.45| -0.33| 7.56| 287.95|

| 8- 9|si | Cls | 0.38| 0.47| -0.33| 8.07| 324.37|

| 9-14|si | Ty| -0.15| 0.69| -0.16| 23.30| 164.34|

-------------------------------------------------------------- PROGR. 900.


Trasv. Z |N. 20|A 10.1|


SOLLECITAZIONI


| 2- 3| 20946.3| 539971.1| 0.0| 55.9| -2109.8| 38.9|

| 8- 8| -33957.4| -622996.4| 0.0| -11479.5| 2417.7| -82.3|

| 8- 9| 57089.4| 578275.7| 0.0| -11255.2| -2264.9| 73.1|

| 9-14| -77153.6| -208800.6| 0.0| -11569.9| 784.8| -144.2|

DEFORMAZIONI


| 2- 3|si |Acc | 0.77| 0.30| -0.34| 19.89| 1130.88|

| 8- 8|si | Tz | 0.59| 0.41| -0.42| 17.36| 534.60|




| 8- 9|si | Cls | 0.56| 0.43| -0.42| 18.53| 602.22|

| 9-14|si | Ty| -0.17| 0.63| -0.20| 53.47| 305.12|

-------------------------------------------------------------- PROGR. 955.


Trasv. Z |N. 24|A 12.1|


SOLLECITAZIONI


| 2- 3| 23071.4| 655216.8| 0.0| 55.9| -2109.8| 38.9|

| 8- 8| -38452.8| -755065.8| 0.0| -11233.7| 2417.7| -82.3|

| 9-14| -85030.0| -251670.1| 0.0| -11324.1| 784.8| -144.2|

DEFORMAZIONI


| 2- 3|si |Acc | 0.93| 0.30| -0.41| 23.10| 1304.80|

| 8- 8|si | ClsTz | 0.78| 0.39| -0.50| 20.16| 616.82|

| 9-14|si | Ty| -0.21| 0.58| -0.24| 62.10| 352.05|

VERIFICA TRAVI CONTINUE:

VERIFICA TRAVATA IN CEMENTO ARMATO

Nome travata : 56 - Travata M1 (fondazione)

Metodo di verifica : stati limite (NTC08).

Unità di misura : cm; daN; daN/cm; daNcm; daN/cm2; deform. %.

Unità particolari : fessure [Wk]:mm - ferri:mm e cm2 - sezioni:cm e derivate.

Copriferri (assi) : longitudinali= 5 ; staffe= 5

MATERIALI

CLS : Rck =300. ; fck=249. ; fctk= 17.9; fctm= 25.6; Ec= 314472. ;

gc =1.5 ; fcd=141.1; fbd= 26.9; fctd= 11.9; Ecud=.2% (limit.elastico)

ACCIAIO: B450C; ftk=5175. ; fyk=4500. ; Es=2100000. ;

gs =1.15; fyd=3913. ; ftd(k*fyd)=4500. ; fud=4439.8; Eud=.19% (limit.elastico)

TENSIONI E FESSURE MASSIME IN ESERCIZIO

GRUPPO : ordinario.

CLS : σc (rara)=149.4; σc (quasi permanente)=112. ; fbd(esesrcizio)= 26.9 ACCIAIO: σf (rara)=3600.; Coeff.Omogein.= 15 FESSURE: Wdmax(fre.)=.4 ; Wdmax(q.p.)=.3 [4.1.2.2.4.5];

kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE

6) A T rovescio: largh.=155.; alt.=170.; sp.ala=50.; sp.an.=45.; Acls=13150. .

DESCRIZIONE CAMPATE

Cam.| Descriz. |S.ini|Sez. |S.fin|Incl.|L.assi|L.net.|lambda | K |r.Ar.|lam.max|

1| A2| 6| 6| 6| 0| 51.| 22.| .3 | .4|1. | 12.644|

2| A2| 6| 6| 6| 0| 454.| 395.| 2.671|1.5|5. |201.702|

3| A3| 6| 6| 6| 0| 475.| 415.| 2.794|1.5|5. |201.702|

4| A4| 6| 6| 6| 0| 475.| 415.| 2.794|1.5|5. |201.702|

5| A5| 6| 6| 6| 0| 454.| 395.| 2.671|1.5|5. |201.702|

6| C5| 6| 6| 6| 0| 51.| 22.| .3 | .4|1. | 12.644|

CASI DI CARICO DA MODELLO 3D

SLU |

Nome Descrizione Sest|

1.|SLU SENZA SISMA 1.|

4.|SLU con SISMAX PRINC16|

5.|SLU con SISMAY PRINC16|

RARE | FREQUENTI | QUASI PERMANENTI |

Nome Descrizione Sest|Nome Descrizione Sest|Nome Descrizione Sest|

7.|Rara 1.| 8.|Frequente 1.| 9.|Quasi Perm 1.|

CONDIZIONI DI CARICO DA MODELLO 3D

SLU |

Nome Descrizione |

1.|Peso_proprio_______ |

2.|Var.abitazione_____ |

3.|Carichi_copertura__ |

4.|permanenti |

5.|peso_proprio_fondaz |

6.|Sisma_X |

7.|Sisma_Y |

8.|Torcente_add._X |

9.|Torcente_add._Y |



Nome Descrizione |Nome Descrizione |Nome Descrizione |

1.|Peso_proprio_______ | 1.|Peso_proprio_______ | 1.|Peso_proprio_______ |

2.|Var.abitazione_____ | 2.|Var.abitazione_____ | 2.|Var.abitazione_____ |

3.|Carichi_copertura__ | 3.|Carichi_copertura__ | 3.|Carichi_copertura__ |

4.|permanenti | 4.|permanenti | 4.|permanenti |

5.|peso_proprio_fondaz | 5.|peso_proprio_fondaz | 5.|peso_proprio_fondaz |

6.|Sisma_X | 6.|Sisma_X | 6.|Sisma_X |

7.|Sisma_Y | 7.|Sisma_Y | 7.|Sisma_Y |

8.|Torcente_add._X | 8.|Torcente_add._X | 8.|Torcente_add._X |

9.|Torcente_add._Y | 9.|Torcente_add._Y | 9.|Torcente_add._Y |

VERIFICHE ALLO STATO LIMITE ULTIMO

FLESSIONE:

Progressive|SE|Ar| Msd Epscl Epsac| Mrd Epscl Epsac Cam x/d |Mr/Ms|VE|

> 88.| 37.|6.|1.|-2255403.!-.007! .049!-8596730.!-.026| .186|2.| .121!3.812!SI|

256.|205.|6.|1.|-2678744.!-.008! .058!-8596730.|-.026| .186|2.| .121|3.209!SI|




343.|292.|6.|1.| 151451.|-.001| .002|11261242.|-.059| .186|2.| .239|74.36!SI|

431.|380.|6.|2.| 595471.!-.002| .005|21428966.|-.091| .186|2.| .327!35.99|SI|

468.|417.|6.|3.| 595471.|-.002| .005|21872910.!-.083| .186|2.| .309|36.73|SI|

505.|454.|6.|3.|-1474964.|-.003| .016|-16857476!-.036| .186|2.| .162|11.43|SI|

505.|454.|6.|3.| 595471.|-.002| .005|21872910.|-.083| .186|2.| .309|36.73|SI|

> 505.| 0.|6.|3.|-1139192.|-.002| .013|-16857476!-.036| .186|2.| .162|14.8 |SI|

505.| 0.|6.|3.| 642361.|-.002| .005|21872910.!-.083| .186|2.| .309|34.05|SI|

579.| 74.|6.|4.| 642361.|-.002| .006|21428966.|-.091| .186|2.| .327!33.36|SI|

742.|238.|6.|5.|-1792419.!-.005| .039!-8596730.|-.026| .186|2.| .121|4.796!SI|

742.|238.|6.|5.| 99491.|0. | .002|11261242.|-.059| .186|2.| .239|113.2!SI|

906.|401.|6.|5.| 1154586.!-.006! .019|11261242.|-.059| .186|2.| .239|9.753|SI|

980.|475.|6.|5.| -537572.|-.002| .012|-8596730.|-.026| .186|2.| .121!15.99|SI|

980.|475.|6.|5.| 1154586.|-.006| .019|11261242.|-.059| .186|2.| .239|9.753|SI|

> 980.| 0.|6.|5.| -565911.|-.002| .012|-8596730.|-.026| .186|2.| .121!15.19|SI|

980.| 0.|6.|5.| 1065759.!-.005! .018|11261242.|-.059| .186|2.| .239|10.57|SI|

1218.|238.|6.|5.|-1723150.!-.005| .037!-8596730.|-.026| .186|2.| .121|4.989!SI|

1258.|278.|6.|5.| 56948.|0. | .001|11261242.|-.059| .186|2.| .239|197.7!SI|

1340.|360.|6.|4.| 468869.|-.002| .004|21428966.|-.091| .186|2.| .327!45.7 |SI|

1418.|438.|6.|3.| 770270.|-.003| .007|21872910.!-.083| .186|2.| .309|28.4 |SI|

1455.|475.|6.|3.| -987184.|-.002| .011|-16857476!-.036| .186|2.| .162|17.08|SI|

1455.|475.|6.|3.| 770270.|-.003| .007|21872910.|-.083| .186|2.| .309|28.4 |SI|

>1455.| 0.|6.|3.|-1284807.|-.003| .014|-16857476!-.036| .186|2.| .162|13.12|SI|

1455.| 0.|6.|3.| 744107.!-.003| .006|21872910.!-.083| .186|2.| .309|29.4 |SI|

1529.| 74.|6.|2.| 744107.|-.003| .006|21428966.|-.091| .186|2.| .327!28.8 |SI|

1573.|118.|6.|1.|-2300178.|-.007| .05 |-8596730.|-.026| .186|2.| .121!3.737|SI|

1660.|205.|6.|1.| 86587.|0. | .001|11261242.|-.059| .186|2.| .239|130.1!SI|

1704.|249.|6.|1.|-2405382.!-.007! .052!-8596730.|-.026| .186|2.| .121|3.574!SI|

VERIFICHE A TAGLIO

TAGLIO:

Progressive|Se| Vsd | VRd | VRcd | VRsd Asw s ctgT|Ve|

> 51.| 0.|6.|-19673.! 20299.!235725.! 0.! *** | ** | ** |SI|

51.| 0.|6.| 248.| 20299.|235725.| 0.| *** | ** | ** |SI|

88.| 37.|6.|-15996.| 20299.|162569.|116834.! 2.01|25. |2.5 |SI|

505.|454.|6.| -831.| 20299.!235725.! 0.| *** | ** | ** |SI|

505.|454.|6.| 19819.! 20299.|235725.| 0.| *** | ** | ** |SI|

> 505.| 0.|6.|-15438.! 20299.|235725.| 0.| *** | ** | ** |SI|

505.| 0.|6.| 112.| 20299.|235725.| 0.| *** | ** | ** |SI|

542.| 37.|6.|-12630.| 20299.|162569.|116834.! 2.01|25. |2.5 |SI|

980.|475.|6.| -1170.| 20299.!235725.! 0.| *** | ** | ** |SI|

980.|475.|6.| 18882.! 20299.|235725.| 0.| *** | ** | ** |SI|

> 980.| 0.|6.|-18264.! 20299.|235725.| 0.| *** | ** | ** |SI|

1017.| 37.|6.|-15651.| 20299.|162569.|116834.! 2.01|25. |2.5 |SI|

1455.|475.|6.| -677.| 20299.!235725.! 0.| *** | ** | ** |SI|

1455.|475.|6.| 15810.! 20299.|235725.| 0.| *** | ** | ** |SI|

>1455.| 0.|6.|-19081.! 20299.|235725.| 0.| *** | ** | ** |SI|

1455.| 0.|6.| 190.| 20299.|235725.| 0.| *** | ** | ** |SI|

1492.| 37.|6.|-16254.| 20299.|162569.|116834.! 2.01|25. |2.5 |SI|

1909.|454.|6.| -231.| 20299.!235725.! 0.| *** | ** | ** |SI|

1909.|454.|6.| 19270.! 20299.|235725.| 0.| *** | ** | ** |SI|

VERIFICHE ALLO STATO LIMITE DI ESERCIZIO

TENSIONI DI ESERCIZIO E FESSURAZIONE - RARE:

Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 88.| 37.|6.|1.| -926118.! -3.8! 421.1!12.06|12.5 | .012 | 26.96| .032!SI|

125.| 74.|6.|1.| -1288167.| -5.3| 585.7|12.06|12.5 | .0167| 26.96| .045|SI|

125.| 74.|6.|1.| 222470.| -1.5| 77. |16.08|12.5 | .0022| 47.04| .01 |SI|

169.|118.|6.|1.| -1622783.| -6.7| 737.8|12.06|12.5 | .0211| 26.96| .057|SI|

169.|118.|6.|1.| 204710.| -1.4| 70.8|16.08|12.5 | .002 | 47.04| .01 |SI|

213.|162.|6.|1.| -1812637.| -7.5| 824.2|12.06|12.5 | .0235| 26.96| .063|SI|

213.|162.|6.|1.| 183400.| -1.3| 63.4|16.08|12.5 | .0018| 47.04| .009|SI|

256.|205.|6.|1.| -1878802.! -7.7! 854.3!12.06|12.5 | .0244| 26.96| .066!SI|

256.|205.|6.|1.| 159313.| -1.1| 55.1|16.08|12.5 | .0016| 47.04| .007|SI|

505.|454.|6.|3.| -475029.| -1.4| 110.1|24.13|12.5 | .0031| 20.62| .006|SI|

505.|454.|6.|3.| 595471.! -3. | 105.8|32.17|12.5 | .003 | 30.66| .009|SI|

> 505.| 0.|6.|3.| -463220.| -1.4| 107.3|24.13|12.5 | .0031| 20.62| .006|SI|

505.| 0.|6.|3.| 575991.| -2.9| 102.3|32.17|12.5 | .0029| 30.66| .009|SI|

742.|238.|6.|5.| -1278680.! -5.3| 581.4!12.06|12.5 | .0166| 26.96| .045!SI|

980.|475.|6.|5.| -314771.| -1.3| 143.1|12.06|12.5 | .0041| 26.96| .011|SI|

980.|475.|6.|5.| 914670.! -6.4! 316.4|16.08|12.5 | .009 | 47.04| .043|SI|

> 980.| 0.|6.|5.| -332757.| -1.4| 151.3|12.06|12.5 | .0043| 26.96| .012|SI|

980.| 0.|6.|5.| 931048.! -6.5! 322. |16.08|12.5 | .0092| 47.04| .043|SI|

1218.|238.|6.|5.| -1240480.! -5.1| 564. !12.06|12.5 | .0161| 26.96| .043!SI|

1455.|475.|6.|3.| -439357.| -1.3| 101.8|24.13|12.5 | .0029| 20.62| .006|SI|

1455.|475.|6.|3.| 727870.| -3.6| 129.3|32.17|12.5 | .0037| 30.66| .011|SI|

>1455.| 0.|6.|3.| -474297.| -1.4| 109.9|24.13|12.5 | .0031| 20.62| .006|SI|

1455.| 0.|6.|3.| 744107.! -3.7| 132.2|32.17|12.5 | .0038| 30.66| .012|SI|

1704.|249.|6.|1.| -1698790.! -7. ! 772.4!12.06|12.5 | .0221| 26.96| .06 !SI|

TENSIONI DI ESERCIZIO E FESSURAZIONE - FREQUENTI:

Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 88.| 37.|6.|1.| -847791.! -3.5! 385.5!12.06|12.5 | .011 | 26.96| .03 !SI|

125.| 74.|6.|1.| -1142339.| -4.7| 519.4|12.06|12.5 | .0148| 26.96| .04 |SI|

125.| 74.|6.|1.| 222470.| -1.5| 77. |16.08|12.5 | .0022| 47.04| .01 |SI|

169.|118.|6.|1.| -1413460.| -5.8| 642.7|12.06|12.5 | .0184| 26.96| .05 |SI|

169.|118.|6.|1.| 204710.| -1.4| 70.8|16.08|12.5 | .002 | 47.04| .01 |SI|

213.|162.|6.|1.| -1553965.| -6.4| 706.6|12.06|12.5 | .0202| 26.96| .054|SI|

213.|162.|6.|1.| 183400.| -1.3| 63.4|16.08|12.5 | .0018| 47.04| .009|SI|

256.|205.|6.|1.| -1581644.! -6.5! 719.1!12.06|12.5 | .0205| 26.96| .055!SI|

256.|205.|6.|1.| 159313.| -1.1| 55.1|16.08|12.5 | .0016| 47.04| .007|SI|

505.|454.|6.|3.| -475029.| -1.4| 110.1|24.13|12.5 | .0031| 20.62| .006|SI|

505.|454.|6.|3.| 595471.! -3. | 105.8|32.17|12.5 | .003 | 30.66| .009|SI|

> 505.| 0.|6.|3.| -463220.| -1.4| 107.3|24.13|12.5 | .0031| 20.62| .006|SI|

505.| 0.|6.|3.| 575991.| -2.9| 102.3|32.17|12.5 | .0029| 30.66| .009|SI|

742.|238.|6.|5.| -958700.! -4. | 435.9!12.06|12.5 | .0125| 26.96| .034|SI|

980.|475.|6.|5.| -314771.| -1.3| 143.1|12.06|12.5 | .0041| 26.96| .011|SI|

980.|475.|6.|5.| 914670.! -6.4! 316.4|16.08|12.5 | .009 | 47.04| .043!SI|

> 980.| 0.|6.|5.| -332757.| -1.4| 151.3|12.06|12.5 | .0043| 26.96| .012|SI|

980.| 0.|6.|5.| 931048.! -6.5! 322. |16.08|12.5 | .0092| 47.04| .043!SI|

1218.|238.|6.|5.| -930113.! -3.8| 422.9!12.06|12.5 | .0121| 26.96| .033|SI|

1455.|475.|6.|3.| -439357.| -1.3| 101.8|24.13|12.5 | .0029| 20.62| .006|SI|

1455.|475.|6.|3.| 727870.| -3.6| 129.3|32.17|12.5 | .0037| 30.66| .011|SI|

>1455.| 0.|6.|3.| -474297.| -1.4| 109.9|24.13|12.5 | .0031| 20.62| .006|SI|




1455.| 0.|6.|3.| 744107.! -3.7| 132.2|32.17|12.5 | .0038| 30.66| .012|SI|

1704.|249.|6.|1.| -1468407.! -6.1! 667.7!12.06|12.5 | .0191| 26.96| .051!SI|

TENSIONI DI ESERCIZIO E FESSURAZIONE - QUASI PERMANENTI:

Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 88.| 37.|6.|1.| -830346.! -3.4! 377.5!12.06|12.5 | .0108| 26.96| .029!SI|

125.| 74.|6.|1.| -1108981.| -4.6| 504.2|12.06|12.5 | .0144| 26.96| .039|SI|

125.| 74.|6.|1.| 222470.| -1.5| 77. |16.08|12.5 | .0022| 47.04| .01 |SI|

169.|118.|6.|1.| -1363813.| -5.6| 620.1|12.06|12.5 | .0177| 26.96| .048|SI|

169.|118.|6.|1.| 204710.| -1.4| 70.8|16.08|12.5 | .002 | 47.04| .01 |SI|

213.|162.|6.|1.| -1491594.| -6.2| 678.2|12.06|12.5 | .0194| 26.96| .052|SI|

213.|162.|6.|1.| 183400.| -1.3| 63.4|16.08|12.5 | .0018| 47.04| .009|SI|

256.|205.|6.|1.| -1509293.! -6.2! 686.2!12.06|12.5 | .0196| 26.96| .053!SI|

256.|205.|6.|1.| 159313.| -1.1| 55.1|16.08|12.5 | .0016| 47.04| .007|SI|

505.|454.|6.|3.| -475029.| -1.4| 110.1|24.13|12.5 | .0031| 20.62| .006|SI|

505.|454.|6.|3.| 595471.! -3. | 105.8|32.17|12.5 | .003 | 30.66| .009|SI|

> 505.| 0.|6.|3.| -463220.| -1.4| 107.3|24.13|12.5 | .0031| 20.62| .006|SI|

505.| 0.|6.|3.| 575991.| -2.9| 102.3|32.17|12.5 | .0029| 30.66| .009|SI|

742.|238.|6.|5.| -878299.! -3.6| 399.3!12.06|12.5 | .0114| 26.96| .031|SI|

980.|475.|6.|5.| -314771.| -1.3| 143.1|12.06|12.5 | .0041| 26.96| .011|SI|

980.|475.|6.|5.| 914670.! -6.4! 316.4|16.08|12.5 | .009 | 47.04| .043!SI|

> 980.| 0.|6.|5.| -332757.| -1.4| 151.3|12.06|12.5 | .0043| 26.96| .012|SI|

980.| 0.|6.|5.| 931048.! -6.5! 322. |16.08|12.5 | .0092| 47.04| .043!SI|

1218.|238.|6.|5.| -852085.! -3.5| 387.4!12.06|12.5 | .0111| 26.96| .03 |SI|

1455.|475.|6.|3.| -439357.| -1.3| 101.8|24.13|12.5 | .0029| 20.62| .006|SI|

1455.|475.|6.|3.| 727870.| -3.6| 129.3|32.17|12.5 | .0037| 30.66| .011|SI|

>1455.| 0.|6.|3.| -474297.| -1.4| 109.9|24.13|12.5 | .0031| 20.62| .006|SI|

1455.| 0.|6.|3.| 744107.! -3.7| 132.2|32.17|12.5 | .0038| 30.66| .012|SI|

1704.|249.|6.|1.| -1412718.! -5.8! 642.3!12.06|12.5 | .0184| 26.96| .049!SI|

ARMATURE LONGITUDINALI (%=100*Af/Acls - Acls=area intera sezione)

Nro|Totale % |Super. % Barre |Infer. % Barre |

1|37.2 | .283|14.33| .109|6d16 +2d12 |22.87| .174|8d16 +4d12 +2d12 |

2|62.33| .474|16.59| .126|6d16 +2d12 +2d12 |45.74| .348|8d16 +8d16 +4d1 ...|

3|74.39| .566|28.65| .218|6d16 +2d12 +2d1 ...|45.74| .348|8d16 +8d16 +4d1 ...|

4|62.33| .474|16.59| .126|2d12 +2d12 +6d16 |45.74| .348|8d16 +8d16 +4d1 ...|

5|37.2 | .283|14.33| .109|2d12 +6d16 |22.87| .174|8d16 +4d12 +2d12 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A655| 3| 3| 3| 0| 210.| 180.| 1.235|1.3|4.772|166.498|

2| A25| 3| 3| 3| 0| 570.| 540.| 3.353|1.5|5. |201.298|

3| A26| 3| 3| 3| 0| 490.| 460.| 2.882|1.5|4.007|161.327|

4| A27| 3| 3| 3| 0| 490.| 460.| 2.882|1.5|5. |201.298|

5| A28| 3| 3| 3| 0| 490.| 460.| 2.882|1.5|4.177|168.173|

6| A29| 3| 3| 3| 0| 570.| 540.| 3.353|1.5|5. |201.298|

7| A30| 3| 3| 3| 0| 210.| 180.| 1.235|1.3|5. |174.458|


SLU |







11.|Rara 1.|12.|Frequente 1.|13.|Quasi Perm 1.|


SLU |

Nome Descrizione |




4.|permanenti |


6.|Sisma_X |

7.|Sisma_Y |



















FLESSIONE:


> 0.| 0.|3.|1.|-1418497.|-.005| .035|-7477286.|-.026| .186|2.| .122!5.271|SI|

0.| 0.|3.|1.| 1149403.|-.007| .029| 7331052.|-.045| .186|2.| .194|6.378|SI|

136.|136.|3.|2.|-1812549.|-.006| .042!-8003457.|-.028| .186|2.| .131|4.416!SI|

136.|136.|3.|2.| 1841638.!-.011! .039| 8788060.|-.053| .186|2.| .221|4.772|SI|

210.|210.|3.|3.|-1812549.!-.004| .022|-15242857!-.038| .186|2.| .17 |8.41 |SI|

210.|210.|3.|3.| 1841638.|-.008| .022|15851257.!-.069| .186|2.| .27 !8.607!SI|

> 210.| 0.|3.|3.|-2819176.|-.007| .034|-15242857!-.038| .186|2.| .17 |5.407|SI|

210.| 0.|3.|3.| 2420691.!-.01 | .028|15851257.!-.069| .186|2.| .27 |6.548|SI|

284.| 74.|3.|4.|-2958673.|-.01 | .069|-8035511.|-.027| .186|2.| .125!2.716|SI|

284.| 74.|3.|4.| 2420691.|-.011| .029|15571825.|-.076| .186|2.| .291!6.433|SI|

378.|168.|3.|2.|-2971711.!-.01 | .069!-8003457.|-.028| .186|2.| .131|2.693!SI|

706.|496.|3.|2.| 2208816.|-.013! .047| 8788060.|-.053| .186|2.| .221|3.979|SI|

780.|570.|3.|2.| -352588.|-.001| .008|-8003457.|-.028| .186|2.| .131|22.7 !SI|

780.|570.|3.|2.| 2208816.|-.013| .047| 8788060.|-.053| .186|2.| .221|3.979|SI|

> 780.| 0.|3.|2.| -141849.|0. | .003|-8003457.|-.028| .186|2.| .131!56.42|SI|

780.| 0.|3.|2.| 2193081.!-.013! .046! 8788060.|-.053| .186|2.| .221|4.007!SI|

1025.|245.|3.|2.| -678238.!-.002| .016|-8003457.|-.028| .186|2.| .131|11.8 |SI|

1270.|490.|3.|3.| -170196.|0. | .002|-15242857!-.038| .186|2.| .17 |89.56!SI|

1270.|490.|3.|3.| 2069674.|-.009| .024|15851257.!-.069| .186|2.| .27 !7.659|SI|

>1270.| 0.|3.|3.| -64271.|0. | .001|-15242857!-.038| .186|2.| .17 |237.2!SI|

1270.| 0.|3.|3.| 2042245.!-.008| .024|15851257.!-.069| .186|2.| .27 !7.762|SI|

1344.| 74.|3.|2.| 2042245.|-.012! .043! 8788060.|-.053| .186|2.| .221|4.303!SI|

1515.|245.|3.|2.| -803691.!-.003| .019|-8003457.|-.028| .186|2.| .131|9.958|SI|

1760.|490.|3.|2.| -324802.|-.001| .008|-8003457.|-.028| .186|2.| .131!24.64|SI|

1760.|490.|3.|2.| 2027682.|-.012| .043| 8788060.|-.053| .186|2.| .221|4.334|SI|

>1760.| 0.|3.|2.| -61939.|0. | .001|-8003457.|-.028| .186|2.| .131!129.2!SI|

1760.| 0.|3.|2.| 2041546.|-.012| .043| 8788060.|-.053| .186|2.| .221|4.305|SI|

2005.|245.|3.|2.| -729704.!-.003| .017|-8003457.|-.028| .186|2.| .131|10.97|SI|

2176.|416.|3.|2.| 2103806.!-.012! .044! 8788060.|-.053| .186|2.| .221|4.177!SI|

2250.|490.|3.|6.| -386705.|-.001| .005|-15700110!-.04 | .186|2.| .175|40.6 |SI|

2250.|490.|3.|6.| 2103806.|-.009| .023|17157550.!-.075| .186|2.| .286!8.155|SI|

>2250.| 0.|3.|6.| -447602.|-.001| .005|-15700110!-.04 | .186|2.| .175|35.08|SI|

2250.| 0.|3.|6.| 2065781.!-.008| .022|17157550.!-.075| .186|2.| .286|8.306|SI|

2287.| 37.|3.|7.| 2065781.|-.009| .023|16807369.|-.082| .186|2.| .306!8.136|SI|

2324.| 74.|3.|8.|-1453502.|-.005| .034|-8035511.|-.027| .186|2.| .125!5.528|SI|

2465.|215.|3.|9.| 250008.|-.001| .005| 8788060.|-.053| .186|2.| .221|35.15!SI|

2652.|402.|3.|9.|-3107797.!-.011! .072!-8003457.|-.028| .186|2.| .131|2.575!SI|

2820.|570.|3.|9.|-2952790.|-.01 | .069|-8003457.|-.028| .186|2.| .131|2.71 |SI|

2820.|570.|3.|9.| 1823424.|-.011| .039| 8788060.|-.053| .186|2.| .221|4.82 |SI|

>2820.| 0.|3.|9.|-1936881.!-.007| .045!-8003457.!-.028| .186|2.| .131|4.132!SI|

2820.| 0.|3.|9.| 1328599.!-.008! .028| 8788060.!-.053| .186|2.| .221!6.615|SI|

2993.|173.|3.|9.| 971797.|-.006| .021| 8788060.|-.053| .186|2.| .221|9.043!SI|

3030.|210.|3.|1.|-1493276.|-.005| .037|-7477286.|-.026| .186|2.| .122!5.007|SI|

3030.|210.|3.|1.| 971797.|-.006| .025| 7331052.|-.045| .186|2.| .194|7.544|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.|-12439.! 18044.|209534.| 0.| *** | ** | ** |SI|

0.| 0.|3.| 4970.| 18044.|209534.| 0.| *** | ** | ** |SI|

37.| 37.|3.| -9766.| 18044.|144506.|116834.! 2.01|25. |2.5 |SI|

210.|210.|3.| -278.| 18044.!209534.! 0.| *** | ** | ** |SI|

210.|210.|3.| 11656.! 18044.|209534.| 0.| *** | ** | ** |SI|

210.| 0.|3.| 918.| 18044.|209534.| 0.| *** | ** | ** |SI|

247.| 37.|3.|-19640.| 18044.|144506.|116834.! 2.01|25. |2.5 |SI|

780.|570.|3.| -3389.| 18173.!209534.! 0.| *** | ** | ** |SI|

780.| 0.|3.| 299.| 18173.|209534.| 0.| *** | ** | ** |SI|

817.| 37.|3.|-19645.| 18173.|144506.|116834.! 2.01|25. |2.5 |SI|

1270.|490.|3.| -796.| 18044.|209534.! 0.| *** | ** | ** |SI|

1270.| 0.|3.| 521.| 18044.|209534.| 0.| *** | ** | ** |SI|

1307.| 37.|3.|-19691.| 18044.|144506.|116834.! 2.01|25. |2.5 |SI|

1760.|490.|3.| -1383.| 18173.!209534.! 0.| *** | ** | ** |SI|

1760.| 0.|3.| 757.| 18173.|209534.| 0.| *** | ** | ** |SI|

1797.| 37.|3.|-19336.| 18173.|144506.|116834.! 2.01|25. |2.5 |SI|

2250.|490.|3.| -1557.| 18044.|209534.! 0.| *** | ** | ** |SI|

2250.| 0.|3.| 1009.| 18044.|209534.| 0.| *** | ** | ** |SI|

2287.| 37.|3.|-26070.| 18044.|144506.|116834.! 2.01|25. |2.5 |SI|

2820.|570.|3.| -3848.| 18173.!209534.! 0.| *** | ** | ** |SI|

>2820.| 0.|3.|-10276.! 18173.!209534.| 0.| *** | ** | ** |SI|

2820.| 0.|3.| 2682.| 18173.|209534.| 0.| *** | ** | ** |SI|

2857.| 37.|3.| -6685.| 18044.|144506.|116834.! 2.01|25. |2.5 |SI|

3030.|210.|3.| -1864.| 18044.|209534.! 0.| *** | ** | ** |SI|

3030.|210.|3.| 13152.! 18044.|209534.| 0.| *** | ** | ** |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -43541.| -.2| 22.8|12.06|12.5 | .0007| 25.55| .002|SI|

37.| 37.|3.|2.| -72642.| -.4| 35.5|12.06|12.5 | .001 | 25.55| .003|SI|

37.| 37.|3.|2.| 986588.| -8. | 437.8|12.06|12.5 | .0125| 48.1 | .06 |SI|

105.|105.|3.|2.| -238400.| -1.2| 116.4|12.06|12.5 | .0033| 25.55| .008|SI|

105.|105.|3.|2.| 1275429.| -10.4| 566. |12.06|12.5 | .0162| 48.1 | .078|SI|

173.|173.|3.|2.| -267892.! -1.3| 130.8|12.06|12.5 | .0037| 25.55| .01 |SI|

173.|173.|3.|2.| 1531079.| -12.4! 679.5!12.06|12.5 | .0194| 48.1 | .093!SI|

210.|210.|3.|3.| -232987.| -.8| 59.7|24.13|12.5 | .0017| 19.92| .003|SI|

210.|210.|3.|3.| 1662953.! -9.7| 409.2|24.13|12.5 | .0117| 31.19| .036|SI|

> 210.| 0.|3.|3.| -251623.| -.9| 64.5|24.13|12.5 | .0018| 19.92| .004|SI|

210.| 0.|3.|3.| 2209572.! -12.9! 543.8|24.13|12.5 | .0155| 31.19| .048|SI|




472.|262.|3.|2.| -1586313.! -7.7| 774.6!12.06|12.5 | .0221| 25.55| .057|SI|

780.|570.|3.|2.| -71304.| -.3| 34.8|12.06|12.5 | .001 | 25.55| .003|SI|

780.|570.|3.|2.| 1521716.| -12.4| 675.3|12.06|12.5 | .0193| 48.1 | .093!SI|

> 780.| 0.|3.|2.| -32506.| -.2| 15.9|12.06|12.5 | .0005| 25.55| .001|SI|

780.| 0.|3.|2.| 1510053.! -12.3! 670.2!12.06|12.5 | .0191| 48.1 | .092!SI|

1025.|245.|3.|2.| -478997.! -2.3| 233.9|12.06|12.5 | .0067| 25.55| .017|SI|

1270.|490.|3.|3.| -170196.| -.6| 43.6|24.13|12.5 | .0012| 19.92| .002|SI|

1270.|490.|3.|3.| 1436322.| -8.4| 353.5|24.13|12.5 | .0101| 31.19| .031|SI|

>1270.| 0.|3.|3.| -41513.| -.1| 10.6|24.13|12.5 | .0003| 19.92| .001|SI|

1270.| 0.|3.|3.| 1417332.! -8.3| 348.8|24.13|12.5 | .01 | 31.19| .031|SI|

1515.|245.|3.|2.| -559470.! -2.7| 273.2|12.06|12.5 | .0078| 25.55| .02 |SI|

1760.|490.|3.|2.| -324802.| -1.6| 158.6|12.06|12.5 | .0045| 25.55| .012|SI|

1760.|490.|3.|2.| 1408090.| -11.4! 624.9!12.06|12.5 | .0179| 48.1 | .086!SI|

>1760.| 0.|3.|2.| -45835.| -.2| 22.4|12.06|12.5 | .0006| 25.55| .002|SI|

1760.| 0.|3.|2.| 1417507.| -11.5! 629.1!12.06|12.5 | .018 | 48.1 | .086!SI|

2005.|245.|3.|2.| -512484.! -2.5| 250.2|12.06|12.5 | .0071| 25.55| .018|SI|

2250.|490.|3.|6.| -386705.| -1.3| 96.2|24.13|12.5 | .0027| 19.92| .005|SI|

2250.|490.|3.|6.| 1452231.! -8.4| 329.7|24.13|12.5 | .0094| 31.19| .029|SI|

>2250.| 0.|3.|6.| -64013.| -.2| 15.9|24.13|12.5 | .0005| 19.92| .001|SI|

2250.| 0.|3.|6.| 1426756.! -8.3| 323.9|24.13|12.5 | .0093| 31.19| .029|SI|

2820.|570.|3.|9.| -1987778.! -9.6! 970.6!12.06|12.5 | .0277| 25.55| .071!SI|

2820.|570.|3.|9.| 317754.| -2.6| 141. |12.06|12.5 | .004 | 48.1 | .019|SI|

>2820.| 0.|3.|9.| -1489175.! -7.2! 727.2!12.06|12.5 | .0208| 25.55| .053!SI|

2820.| 0.|3.|9.| 338982.! -2.8| 150.4|12.06|12.5 | .0043| 48.1 | .021|SI|

3030.|210.|3.|1.| -817349.| -3.9| 427.4|12.06|12.5 | .0122| 25.55| .031|SI|

3030.|210.|3.|1.| 117486.| -1. | 62.6|12.06|12.5 | .0018| 48.1 | .009|SI|



37.| 37.|3.|2.| -72642.| -.4| 35.5|12.06|12.5 | .001 | 25.55| .003|SI|

37.| 37.|3.|2.| 986588.| -8. | 437.8|12.06|12.5 | .0125| 48.1 | .06 |SI|

105.|105.|3.|2.| -238400.| -1.2| 116.4|12.06|12.5 | .0033| 25.55| .008|SI|

105.|105.|3.|2.| 1275429.| -10.4| 566. |12.06|12.5 | .0162| 48.1 | .078|SI|

173.|173.|3.|2.| -267892.! -1.3| 130.8|12.06|12.5 | .0037| 25.55| .01 |SI|

173.|173.|3.|2.| 1531079.| -12.4! 679.5!12.06|12.5 | .0194| 48.1 | .093!SI|

210.|210.|3.|3.| -232987.| -.8| 59.7|24.13|12.5 | .0017| 19.92| .003|SI|

210.|210.|3.|3.| 1662953.! -9.7| 409.2|24.13|12.5 | .0117| 31.19| .036|SI|

> 210.| 0.|3.|3.| -251623.| -.9| 64.5|24.13|12.5 | .0018| 19.92| .004|SI|

210.| 0.|3.|3.| 2209572.! -12.9! 543.8|24.13|12.5 | .0155| 31.19| .048|SI|

378.|168.|3.|2.| 1482916.| -12.1| 658.1|12.06|12.5 | .0188| 48.1 | .09 !SI|

472.|262.|3.|2.| -1505425.! -7.3| 735.1!12.06|12.5 | .021 | 25.55| .054|SI|

780.|570.|3.|2.| -71304.| -.3| 34.8|12.06|12.5 | .001 | 25.55| .003|SI|

780.|570.|3.|2.| 1008679.| -8.2| 447.7|12.06|12.5 | .0128| 48.1 | .062|SI|

> 780.| 0.|3.|2.| -32506.| -.2| 15.9|12.06|12.5 | .0005| 25.55| .001|SI|

780.| 0.|3.|2.| 1015408.| -8.3! 450.6!12.06|12.5 | .0129| 48.1 | .062!SI|

1025.|245.|3.|2.| -469290.! -2.3| 229.2|12.06|12.5 | .0065| 25.55| .017|SI|

1270.|490.|3.|3.| -170196.| -.6| 43.6|24.13|12.5 | .0012| 19.92| .002|SI|

1270.|490.|3.|3.| 1070746.! -6.2| 263.5|24.13|12.5 | .0075| 31.19| .023|SI|

>1270.| 0.|3.|3.| -41513.| -.1| 10.6|24.13|12.5 | .0003| 19.92| .001|SI|

1270.| 0.|3.|3.| 1057179.! -6.2| 260.2|24.13|12.5 | .0074| 31.19| .023|SI|

1515.|245.|3.|2.| -468017.! -2.3| 228.5|12.06|12.5 | .0065| 25.55| .017|SI|

1760.|490.|3.|2.| -324802.| -1.6| 158.6|12.06|12.5 | .0045| 25.55| .012|SI|

1760.|490.|3.|2.| 1043801.| -8.5! 463.2!12.06|12.5 | .0132| 48.1 | .064!SI|

>1760.| 0.|3.|2.| -45835.| -.2| 22.4|12.06|12.5 | .0006| 25.55| .002|SI|

1760.| 0.|3.|2.| 1050126.! -8.5! 466. !12.06|12.5 | .0133| 48.1 | .064!SI|

2005.|245.|3.|2.| -507010.! -2.4| 247.6|12.06|12.5 | .0071| 25.55| .018|SI|

2250.|490.|3.|6.| -386705.| -1.3| 96.2|24.13|12.5 | .0027| 19.92| .005|SI|

2250.|490.|3.|6.| 950155.| -5.5| 215.7|24.13|12.5 | .0062| 31.19| .019|SI|

>2250.| 0.|3.|6.| -64013.| -.2| 15.9|24.13|12.5 | .0005| 19.92| .001|SI|

2250.| 0.|3.|6.| 913483.! -5.3| 207.4|24.13|12.5 | .0059| 31.19| .018|SI|

2820.|570.|3.|9.| -1987778.! -9.6! 970.6!12.06|12.5 | .0277| 25.55| .071!SI|

2820.|570.|3.|9.| 317754.| -2.6| 141. |12.06|12.5 | .004 | 48.1 | .019|SI|

>2820.| 0.|3.|9.| -1489175.! -7.2! 727.2!12.06|12.5 | .0208| 25.55| .053!SI|

2820.| 0.|3.|9.| 338982.! -2.8| 150.4|12.06|12.5 | .0043| 48.1 | .021|SI|

3030.|210.|3.|1.| -817349.| -3.9| 427.4|12.06|12.5 | .0122| 25.55| .031|SI|

3030.|210.|3.|1.| 107461.| -.9| 57.3|12.06|12.5 | .0016| 48.1 | .008|SI|



37.| 37.|3.|2.| -76760.| -.4| 37.5|12.06|12.5 | .0011| 25.55| .003|SI|

37.| 37.|3.|2.| 986588.| -8. | 437.8|12.06|12.5 | .0125| 48.1 | .06 |SI|

105.|105.|3.|2.| -238400.| -1.2| 116.4|12.06|12.5 | .0033| 25.55| .008|SI|

105.|105.|3.|2.| 1275429.| -10.4| 566. |12.06|12.5 | .0162| 48.1 | .078|SI|

173.|173.|3.|2.| -267892.! -1.3| 130.8|12.06|12.5 | .0037| 25.55| .01 |SI|

173.|173.|3.|2.| 1531079.| -12.4! 679.5!12.06|12.5 | .0194| 48.1 | .093!SI|

210.|210.|3.|3.| -232987.| -.8| 59.7|24.13|12.5 | .0017| 19.92| .003|SI|

210.|210.|3.|3.| 1662953.! -9.7| 409.2|24.13|12.5 | .0117| 31.19| .036|SI|

> 210.| 0.|3.|3.| -251623.| -.9| 64.5|24.13|12.5 | .0018| 19.92| .004|SI|

210.| 0.|3.|3.| 2209572.! -12.9! 543.8|24.13|12.5 | .0155| 31.19| .048|SI|

378.|168.|3.|2.| 1482916.| -12.1| 658.1|12.06|12.5 | .0188| 48.1 | .09 !SI|

472.|262.|3.|2.| -1484024.! -7.2| 724.7!12.06|12.5 | .0207| 25.55| .053|SI|

780.|570.|3.|2.| -71304.| -.3| 34.8|12.06|12.5 | .001 | 25.55| .003|SI|

780.|570.|3.|2.| 874149.| -7.1| 387.9|12.06|12.5 | .0111| 48.1 | .053|SI|

> 780.| 0.|3.|2.| -32506.| -.2| 15.9|12.06|12.5 | .0005| 25.55| .001|SI|

780.| 0.|3.|2.| 885654.| -7.2! 393.1!12.06|12.5 | .0112| 48.1 | .054!SI|

1025.|245.|3.|2.| -466179.! -2.3| 227.6|12.06|12.5 | .0065| 25.55| .017|SI|

1270.|490.|3.|3.| -170196.| -.6| 43.6|24.13|12.5 | .0012| 19.92| .002|SI|

1270.|490.|3.|3.| 975499.! -5.7| 240.1|24.13|12.5 | .0069| 31.19| .021|SI|

>1270.| 0.|3.|3.| -41513.| -.1| 10.6|24.13|12.5 | .0003| 19.92| .001|SI|

1270.| 0.|3.|3.| 963312.! -5.6| 237.1|24.13|12.5 | .0068| 31.19| .021|SI|

1515.|245.|3.|2.| -443309.! -2.1| 216.5|12.06|12.5 | .0062| 25.55| .016|SI|

1760.|490.|3.|2.| -324802.| -1.6| 158.6|12.06|12.5 | .0045| 25.55| .012|SI|

1760.|490.|3.|2.| 948894.| -7.7! 421.1!12.06|12.5 | .012 | 48.1 | .058!SI|

>1760.| 0.|3.|2.| -45835.| -.2| 22.4|12.06|12.5 | .0006| 25.55| .002|SI|

1760.| 0.|3.|2.| 954438.! -7.8! 423.6!12.06|12.5 | .0121| 48.1 | .058!SI|

2005.|245.|3.|2.| -504957.! -2.4| 246.6|12.06|12.5 | .007 | 25.55| .018|SI|

2250.|490.|3.|6.| -386705.| -1.3| 96.2|24.13|12.5 | .0027| 19.92| .005|SI|

2250.|490.|3.|6.| 818528.| -4.7| 185.8|24.13|12.5 | .0053| 31.19| .017|SI|

>2250.| 0.|3.|6.| -64013.| -.2| 15.9|24.13|12.5 | .0005| 19.92| .001|SI|

2250.| 0.|3.|6.| 778959.! -4.5| 176.8|24.13|12.5 | .0051| 31.19| .016|SI|

2820.|570.|3.|9.| -1987778.! -9.6! 970.6!12.06|12.5 | .0277| 25.55| .071!SI|

2820.|570.|3.|9.| 317754.| -2.6| 141. |12.06|12.5 | .004 | 48.1 | .019|SI|

>2820.| 0.|3.|9.| -1489175.! -7.2! 727.2!12.06|12.5 | .0208| 25.55| .053!SI|

2820.| 0.|3.|9.| 338982.! -2.8| 150.4|12.06|12.5 | .0043| 48.1 | .021|SI|




3030.|210.|3.|1.| -817349.| -3.9| 427.4|12.06|12.5 | .0122| 25.55| .031|SI|

3030.|210.|3.|1.| 105197.| -.9| 56.1|12.06|12.5 | .0016| 48.1 | .008|SI|



1|24.13| .223|12.06| .112|6d16 |12.06| .112|6d16 |

2|30.66| .284|13.07| .121|6d16 +2d8 |17.59| .163|6d16 +4d12 +2d8 |

3|54.79| .507|25.13| .233|6d16 +6d16 +2d8 |29.66| .275|6d16 +6d16 +4d1 ...|

4|42.73| .396|13.07| .121|6d16 +2d8 |29.66| .275|6d16 +6d16 +4d1 ...|

5|37.2 | .344|14.07| .13 |6d16 +2d8 +2d8 |23.12| .214|6d16 +4d12 +4d1 ...|

6|61.32| .568|26.14| .242|6d16 +2d8 +2d8 ...|35.19| .326|6d16 +4d12 +4d1 ...|

7|49.26| .456|14.07| .13 |2d8 +2d8 +6d16 |35.19| .326|6d16 +4d12 +4d1 ...|

8|42.73| .396|13.07| .121|2d8 +6d16 |29.66| .275|6d16 +4d12 +2d8 ...|

9|30.66| .284|13.07| .121|2d8 +6d16 |17.59| .163|4d12 +2d8 +6d16 |

MESSAGGI

18) Verifica a taglio per elementi senza armature trasversali non soddisfatta - Vsd > VRd [NTC08 4.1.2.1.3.1].







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


5) Rettangolare: base=40.; alt.=57.; Acls=2280. .

DESCRIZIONE CAMPATE


1| A22| 3| 3| 3| 0| 210.| 180.| 1.094|1.3|5. |191.374|

2| A17| 3| 3| 3| 0| 75.| 60.| .391|1.5|5. |220.817|

3| A477| 5| 5| 5| 0| 410.| 410.| 7.193|1.5|3.998| 93.318|

4| A476| 3| 3| 3| 0| 85.| 70.| .443|1.5|5. |216.363|

5| A18| 3| 3| 3| 0| 490.| 460.| 2.552|1.5|5. |220.817|

6| A19| 3| 3| 3| 0| 490.| 460.| 2.552|1.5|5. |220.817|

7| A20| 3| 3| 3| 0| 490.| 460.| 2.552|1.5|5. |220.817|

8| A21| 3| 3| 3| 0| 570.| 540.| 2.969|1.5|5. |220.817|

9| A22| 3| 3| 3| 0| 210.| 180.| 1.094|1.3|5. |191.374|


SLU |









SLU |

Nome Descrizione |




4.|permanenti |


6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.|-1186097.|-.003| .026!-8495505.|-.024| .186|2.| .115!7.163!SI|




0.| 0.|3.|1.| 424903.|-.002| .009| 8336039.|-.042| .186|2.| .184|19.62|SI|

28.| 28.|3.|2.| 424174.|-.002| .009| 8987138.!-.046| .186|2.| .197!21.19|SI|

56.| 56.|3.|2.| 421734.|-.002| .009| 8987138.|-.046| .186|2.| .197|21.31!SI|

126.|126.|3.|2.| 464708.!-.002| .01 | 8987138.|-.046| .186|2.| .197|19.34|SI|

210.|210.|3.|2.|-1266143.!-.004! .026|-9135991.!-.026| .186|2.| .123|7.216|SI|

210.|210.|3.|2.| 464708.|-.002| .01 | 8987138.|-.046| .186|2.| .197|19.34|SI|

> 210.| 0.|3.|2.|-1417065.|-.004| .029|-9135991.|-.026| .186|2.| .123!6.447|SI|

210.| 0.|3.|2.| 577999.!-.003| .012| 8987138.!-.046| .186|2.| .197!15.55!SI|

> 285.| 0.|5.|4.| -814606.|-.028| .068|-2209966.|-.078| .186|2.| .295|2.713|SI|

285.| 0.|5.|4.| 413759.|-.013| .026| 2926268.|-.103| .186|2.| .356|7.072|SI|

445.|160.|5.|4.| 731958.!-.024| .046| 2926268.|-.103| .186|2.| .356|3.998|SI|

490.|205.|5.|4.| -7594.|0. | .001|-2209966.|-.078| .186|2.| .295|291. !SI|

672.|387.|5.|5.|-1071358.|-.036! .09 !-2211945.|-.077| .186|2.| .291!2.065!SI|

695.|410.|5.|6.|-1071358.!-.029| .046|-4289836.!-.127| .186|2.| .405!4.004|SI|

695.|410.|5.|6.| 22102.|-.001| .001| 3147388.!-.089| .186|2.| .323|142.4|SI|

724.| 29.|3.|8.|-1934301.|-.004| .016|-22675970!-.046| .186|2.| .198|11.72|SI|

724.| 29.|3.|8.| 110211.|-.001| .002| 9343857.!-.044| .186|2.| .192|84.78!SI|

780.| 85.|3.|2.|-1934301.!-.005! .039!-9135991.|-.026| .186|2.| .123!4.723!SI|

780.| 85.|3.|2.| 110211.|-.001| .002| 8987138.|-.046| .186|2.| .197|81.55|SI|

> 780.| 0.|3.|2.|-3020570.|-.009| .062|-9135991.|-.026| .186|2.| .123!3.025|SI|

780.| 0.|3.|2.| 184515.!-.001| .004| 8987138.|-.046| .186|2.| .197|48.71|SI|

1002.|222.|3.|2.|-4112380.!-.012! .084!-9135991.|-.026| .186|2.| .123|2.222!SI|

1002.|222.|3.|2.| 8.|0. |0. | 8987138.|-.046| .186|2.| .197|.11E7!SI|

1242.|462.|3.|10| 34178.|0. |0. |17632850.!-.064| .186|2.| .256!515.9|SI|

1270.|490.|3.|10|-3055533.|-.006| .032|-17968038!-.037| .186|2.| .166|5.88 |SI|

1270.|490.|3.|10| 34178.|0. |0. |17632850.|-.064| .186|2.| .256|515.9|SI|

>1270.| 0.|3.|10|-2221628.|-.004| .023|-17968038!-.037| .186|2.| .166|8.088|SI|

1270.| 0.|3.|10| 61669.|0. | .001|17632850.!-.064| .186|2.| .256|285.9|SI|

1326.| 56.|3.|11|-2407041.|-.006| .049|-9168348.|-.025| .186|2.| .117!3.809|SI|

1326.| 56.|3.|11| 61669.|0. | .001|16805722.|-.068| .186|2.| .267!272.5|SI|

1446.|176.|3.|2.|-2435319.!-.007! .05 !-9135991.|-.026| .186|2.| .123|3.751!SI|

1538.|268.|3.|2.| 11606.|0. |0. | 8987138.|-.046| .186|2.| .197|774.4!SI|

1676.|406.|3.|2.| 539492.!-.003| .011| 8987138.|-.046| .186|2.| .197|16.66|SI|

1760.|490.|3.|2.| -780166.|-.002| .016|-9135991.|-.026| .186|2.| .123|11.71|SI|

1760.|490.|3.|2.| 539492.|-.003| .011| 8987138.|-.046| .186|2.| .197|16.66|SI|

>1760.| 0.|3.|2.| -414157.|-.001| .008|-9135991.|-.026| .186|2.| .123!22.06|SI|

1760.| 0.|3.|2.| 580298.|-.003| .012| 8987138.|-.046| .186|2.| .197|15.49|SI|

1982.|222.|3.|2.| -812647.!-.002| .017|-9135991.|-.026| .186|2.| .123|11.24|SI|

2028.|268.|3.|2.| 72182.|0. | .001| 8987138.|-.046| .186|2.| .197|124.5!SI|

2166.|406.|3.|2.| 1105596.!-.005! .023! 8987138.|-.046| .186|2.| .197|8.129!SI|

2222.|462.|3.|10| 1105596.|-.004| .012|17632850.!-.064| .186|2.| .256!15.95|SI|

2250.|490.|3.|10| -329278.|-.001| .003|-17968038!-.037| .186|2.| .166|54.57|SI|

2250.|490.|3.|10| 1105596.|-.004| .012|17632850.|-.064| .186|2.| .256|15.95|SI|

>2250.| 0.|3.|10| -686217.|-.001| .007|-17968038!-.037| .186|2.| .166|26.18|SI|

2250.| 0.|3.|10| 1073654.|-.004| .011|17632850.!-.064| .186|2.| .256!16.42|SI|

2513.|263.|3.|2.| 9302.|0. |0. | 8987138.|-.046| .186|2.| .197|966.1!SI|

2691.|441.|3.|2.|-2670142.!-.008| .054!-9135991.|-.026| .186|2.| .123|3.422!SI|

2736.|486.|3.|2.| 1129726.!-.006| .023| 8987138.|-.046| .186|2.| .197|7.955|SI|

2820.|570.|3.|2.|-2661154.|-.007! .054|-9135991.|-.026| .186|2.| .123!3.433|SI|

2820.|570.|3.|2.| 1129726.|-.006| .023| 8987138.|-.046| .186|2.| .197|7.955|SI|

>2820.| 0.|3.|2.|-2142004.!-.006! .044!-9135991.!-.026| .186|2.| .123|4.265!SI|

2820.| 0.|3.|2.| 657526.|-.003| .014| 8987138.!-.046| .186|2.| .197!13.67|SI|

2925.|105.|3.|2.| 567906.|-.003| .012| 8987138.|-.046| .186|2.| .197|15.83!SI|

2946.|126.|3.|2.| 681251.!-.003| .014| 8987138.|-.046| .186|2.| .197|13.19|SI|

3030.|210.|3.|1.|-1532739.|-.004| .034|-8495505.|-.024| .186|2.| .115!5.543|SI|

3030.|210.|3.|1.| 681251.|-.003| .015| 8336039.|-.042| .186|2.| .184|12.24|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.|-11922.! 19971.|237471.| 0.| *** | ** | ** |SI|

0.| 0.|3.| 966.| 19971.|237471.| 0.| *** | ** | ** |SI|

28.| 28.|3.| -8693.| 19971.|163773.|132412.! 2.01|25. |2.5 |SI|

210.|210.|3.| -158.| 19971.!237471.! 0.| *** | ** | ** |SI|

210.|210.|3.| 17083.! 19971.|237471.| 0.| *** | ** | ** |SI|

> 210.| 0.|3.| -3146.! 19971.|237471.! 0.| *** | ** | ** |SI|

210.| 0.|3.| 5899.| 19971.|237471.| 0.| *** | ** | ** |SI|

285.| 75.|3.| -1623.| 19971.!163773.|132412.! 2.01|25. |2.5 |SI|

285.| 75.|3.| 11291.! 19971.|163773.|132412.| 2.01|25. |2.5 |SI|

> 285.| 0.|5.| -1623.| 7492.| 45541.| 46026.| 1.01|10. |2.5 |SI|

285.| 0.|5.| 11291.! 7492.| 45541.| 46026.| 1.01|10. |2.5 |SI|

354.| 69.|5.| -1623.| 9848.! 45541.| 46026.| 1.01|10. |2.5 |SI|

695.|410.|5.|-15381.! 7492.| 45541.! 46026.! 1.01|10. |2.5 |SI|

695.|410.|5.| 130.| 7492.| 45541.| 46026.| 1.01|10. |2.5 |SI|

> 695.| 0.|3.|-15381.! 19971.|163773.|132412.! 2.01|25. |2.5 |SI|

695.| 0.|3.| 130.| 19971.|163773.|132412.| 2.01|25. |2.5 |SI|

780.| 85.|3.| -6588.| 19971.!237471.! 0.| *** | ** | ** |SI|

780.| 85.|3.| 2845.! 19971.|237471.| 0.| *** | ** | ** |SI|

780.| 0.|3.| 55.| 19971.|237471.| 0.| *** | ** | ** |SI|

808.| 28.|3.|-20553.| 19971.|163773.|132412.! 2.01|25. |2.5 |SI|

1270.|490.|3.| -120.| 19971.!237471.! 0.| *** | ** | ** |SI|

1270.|490.|3.| 18347.! 19971.|237471.| 0.| *** | ** | ** |SI|

>1270.| 0.|3.|-10243.! 19971.|237471.| 0.| *** | ** | ** |SI|

1270.| 0.|3.| 1648.| 19971.|237471.| 0.| *** | ** | ** |SI|

1298.| 28.|3.| -8460.| 19971.|163773.|132412.! 2.01|25. |2.5 |SI|

1760.|490.|3.| -494.| 19971.!237471.! 0.| *** | ** | ** |SI|

1760.|490.|3.| 18313.! 19971.|237471.| 0.| *** | ** | ** |SI|

>1760.| 0.|3.|-12531.! 19971.|237471.| 0.| *** | ** | ** |SI|

1760.| 0.|3.| 568.| 19971.|237471.| 0.| *** | ** | ** |SI|

1788.| 28.|3.|-10977.| 19971.|163773.|132412.! 2.01|25. |2.5 |SI|

2250.|490.|3.| -1331.| 19971.!237471.! 0.| *** | ** | ** |SI|

2250.|490.|3.| 14785.! 19971.|237471.| 0.| *** | ** | ** |SI|

>2250.| 0.|3.|-19488.! 19971.|237471.| 0.| *** | ** | ** |SI|

2250.| 0.|3.| 313.| 19971.|237471.| 0.| *** | ** | ** |SI|

2278.| 28.|3.|-17895.| 19971.|163773.|132412.! 2.01|25. |2.5 |SI|

2820.|570.|3.| -3345.| 19971.!237471.! 0.| *** | ** | ** |SI|

2820.|570.|3.| 14837.! 19971.|237471.| 0.| *** | ** | ** |SI|

>2820.| 0.|3.| -7088.! 19971.|237471.| 0.| *** | ** | ** |SI|

2820.| 0.|3.| 3013.| 19971.|237471.| 0.| *** | ** | ** |SI|

2848.| 28.|3.| -4461.| 19971.|184358.|185377.! 2.01|15. |2.1 |SI|

3030.|210.|3.| -391.| 19971.!237471.! 0.| *** | ** | ** |SI|

3030.|210.|3.| 14707.! 19971.|237471.| 0.| *** | ** | ** |SI|






Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -316411.| -1.2| 145.6|12.06|12.5 | .0042| 25.55| .011|SI|

28.| 28.|3.|2.| -515005.| -2. | 220.4|12.06|12.5 | .0063| 25.55| .016|SI|

28.| 28.|3.|2.| 410096.| -2.8| 178.2|12.06|12.5 | .0051| 48.1 | .024|SI|

56.| 56.|3.|2.| -647434.| -2.6| 277. |12.06|12.5 | .0079| 25.55| .02 |SI|

56.| 56.|3.|2.| 421100.| -2.9| 182.9|12.06|12.5 | .0052| 48.1 | .025|SI|

84.| 84.|3.|2.| -710128.| -2.8| 303.9|12.06|12.5 | .0087| 25.55| .022|SI|

84.| 84.|3.|2.| 424903.| -2.9| 184.6|12.06|12.5 | .0053| 48.1 | .025|SI|

105.|105.|3.|2.| -715832.| -2.8| 306.3|12.06|12.5 | .0088| 25.55| .022|SI|

105.|105.|3.|2.| 424832.| -2.9| 184.6|12.06|12.5 | .0053| 48.1 | .025|SI|

210.|210.|3.|2.| -806418.! -3.2| 345.1!12.06|12.5 | .0099| 25.55| .025|SI|

210.|210.|3.|2.| 464708.! -3.2! 201.9|12.06|12.5 | .0058| 48.1 | .028!SI|

> 210.| 0.|3.|2.| -914804.! -3.6| 391.4|12.06|12.5 | .0112| 25.55| .029|SI|

210.| 0.|3.|2.| 577999.! -4. | 251.1|12.06|12.5 | .0072| 48.1 | .035!SI|

285.| 75.|3.|3.| -412397.| -1.5| 114.1|28.34|53.9 | .0033| 35.49| .012|SI|

285.| 75.|3.|3.| 413759.| -18.8! 548.7! *** | *** | ***** | **** | **** |SI|

> 285.| 0.|5.|4.| -412397.| -19.5| 727.1|12.06|12.5 | .0208| 25.55| .053|SI|

285.| 0.|5.|4.| 413759.| -18.8| 548.7|16.27|12.5 | .0157| 22.67| .036|SI|

445.|160.|5.|4.| 500059.! -22.7| 663.1|16.27|12.5 | .0189| 22.67| .043|SI|

672.|387.|5.|5.| -509181.| -23.8| 897.1!12.06|12.5 | .0256| 25.55| .065!SI|

695.|410.|5.|6.| -727247.! -27.3! 657.2|24.13|12.34| .0188| 19.85| .037|SI|

695.|410.|5.|6.| 22102.| -.8| 27.4|17.28|12.5 | .0008| 21.67| .002|SI|

> 695.| 0.|3.|7.| -727247.| -2.1| 126.9|24.13|12.5 | .0036| 19.92| .007|SI|

695.| 0.|3.|7.| 22102.| -.8| 27.4| *** | *** | ***** | **** | **** |SI|

780.| 85.|3.|2.| -1301368.! -5.1! 556.8!12.06|12.5 | .0159| 25.55| .041!SI|

780.| 85.|3.|2.| 110211.! -.8| 47.9|12.06|12.5 | .0014| 48.1 | .007|SI|

> 780.| 0.|3.|2.| -1005573.| -4. | 430.3|12.06|12.5 | .0123| 25.55| .031|SI|

780.| 0.|3.|2.| 184515.! -1.3| 80.2|12.06|12.5 | .0023| 48.1 | .011|SI|

1002.|222.|3.|2.| -2864039.! -11.3!1225.5!12.06|12.5 | .035 | 25.55| .089!SI|

1270.|490.|3.|10| -1203240.| -3.4| 261.6|24.13|12.5 | .0075| 19.92| .015|SI|

1270.|490.|3.|10| 34178.| -.2| 7.6|24.13|12.5 | .0002| 31.19| .001|SI|

>1270.| 0.|3.|10| -1087693.| -3.1| 236.5|24.13|12.5 | .0068| 19.92| .013|SI|

1270.| 0.|3.|10| 61669.| -.3| 13.6|24.13|12.5 | .0004| 31.19| .001|SI|

1446.|176.|3.|2.| -1701693.! -6.7! 728.1!12.06|12.5 | .0208| 25.55| .053!SI|

1760.|490.|3.|2.| -284744.| -1.1| 121.8|12.06|12.5 | .0035| 25.55| .009|SI|

1760.|490.|3.|2.| 405033.! -2.8| 176. |12.06|12.5 | .005 | 48.1 | .024|SI|

>1760.| 0.|3.|2.| -277142.| -1.1| 118.6|12.06|12.5 | .0034| 25.55| .009|SI|

1760.| 0.|3.|2.| 433367.| -3. | 188.3|12.06|12.5 | .0054| 48.1 | .026!SI|

1982.|222.|3.|2.| -579569.! -2.3| 248. !12.06|12.5 | .0071| 25.55| .018|SI|

2250.|490.|3.|10| -297210.| -.8| 64.6|24.13|12.5 | .0018| 19.92| .004|SI|

2250.|490.|3.|10| 793758.! -3.9! 175.6|24.13|12.5 | .005 | 31.19| .016|SI|

>2250.| 0.|3.|10| -309400.| -.9| 67.3|24.13|12.5 | .0019| 19.92| .004|SI|

2250.| 0.|3.|10| 771530.! -3.8| 170.7|24.13|12.5 | .0049| 31.19| .015|SI|

2820.|570.|3.|2.| -1657065.! -6.5! 709. !12.06|12.5 | .0203| 25.55| .052!SI|

2820.|570.|3.|2.| 242724.| -1.7| 105.5|12.06|12.5 | .003 | 48.1 | .014|SI|

>2820.| 0.|3.|2.| -1289547.! -5.1! 551.8!12.06|12.5 | .0158| 25.55| .04 !SI|

2820.| 0.|3.|2.| 262863.! -1.8| 114.2|12.06|12.5 | .0033| 48.1 | .016|SI|

3030.|210.|3.|1.| -594049.| -2.3| 273.4|12.06|12.5 | .0078| 25.55| .02 |SI|

3030.|210.|3.|1.| 51606.| -.4| 24.2|12.06|12.5 | .0007| 48.1 | .003|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -230220.| -.9| 106. |12.06|12.5 | .003 | 25.55| .008|SI|

28.| 28.|3.|2.| -453397.| -1.8| 194. |12.06|12.5 | .0055| 25.55| .014|SI|

28.| 28.|3.|2.| 410096.| -2.8| 178.2|12.06|12.5 | .0051| 48.1 | .024|SI|

56.| 56.|3.|2.| -621143.| -2.4| 265.8|12.06|12.5 | .0076| 25.55| .019|SI|

56.| 56.|3.|2.| 421100.| -2.9| 182.9|12.06|12.5 | .0052| 48.1 | .025|SI|

84.| 84.|3.|2.| -731047.| -2.9| 312.8|12.06|12.5 | .0089| 25.55| .023|SI|

84.| 84.|3.|2.| 424903.| -2.9| 184.6|12.06|12.5 | .0053| 48.1 | .025|SI|

105.|105.|3.|2.| -779061.| -3.1| 333.3|12.06|12.5 | .0095| 25.55| .024|SI|

105.|105.|3.|2.| 424832.| -2.9| 184.6|12.06|12.5 | .0053| 48.1 | .025|SI|

210.|210.|3.|2.| -806418.! -3.2| 345.1!12.06|12.5 | .0099| 25.55| .025|SI|

210.|210.|3.|2.| 464708.! -3.2! 201.9|12.06|12.5 | .0058| 48.1 | .028!SI|

> 210.| 0.|3.|2.| -914804.! -3.6| 391.4|12.06|12.5 | .0112| 25.55| .029|SI|

210.| 0.|3.|2.| 577999.! -4. | 251.1|12.06|12.5 | .0072| 48.1 | .035!SI|

285.| 75.|3.|3.| -412397.| -1.5| 114.1|28.34|53.9 | .0033| 35.49| .012|SI|

285.| 75.|3.|3.| 413759.| -18.8! 548.7! *** | *** | ***** | **** | **** |SI|

> 285.| 0.|5.|4.| -412397.| -19.5| 727.1|12.06|12.5 | .0208| 25.55| .053|SI|

285.| 0.|5.|4.| 413759.| -18.8| 548.7|16.27|12.5 | .0157| 22.67| .036|SI|

490.|205.|5.|4.| 445789.! -20.3| 591.2|16.27|12.5 | .0169| 22.67| .038|SI|

672.|387.|5.|5.| -439632.| -20.5| 774.6!12.06|12.5 | .0221| 25.55| .057!SI|

695.|410.|5.|6.| -643336.! -24.2! 581.4|24.13|12.34| .0166| 19.85| .033|SI|

695.|410.|5.|6.| 22102.| -.8| 27.4|17.28|12.5 | .0008| 21.67| .002|SI|

> 695.| 0.|3.|7.| -643336.| -1.8| 112.2|24.13|12.5 | .0032| 19.92| .006|SI|

695.| 0.|3.|7.| 22102.| -.8| 27.4| *** | *** | ***** | **** | **** |SI|

780.| 85.|3.|2.| -1234951.! -4.9! 528.4!12.06|12.5 | .0151| 25.55| .039!SI|

780.| 85.|3.|2.| 110211.! -.8| 47.9|12.06|12.5 | .0014| 48.1 | .007|SI|

> 780.| 0.|3.|2.| -1005573.| -4. | 430.3|12.06|12.5 | .0123| 25.55| .031|SI|

780.| 0.|3.|2.| 184515.! -1.3| 80.2|12.06|12.5 | .0023| 48.1 | .011|SI|

1002.|222.|3.|2.| -2378161.! -9.4!1017.6!12.06|12.5 | .0291| 25.55| .074!SI|

1270.|490.|3.|10| -1133355.| -3.2| 246.4|24.13|12.5 | .007 | 19.92| .014|SI|

1270.|490.|3.|10| 34178.| -.2| 7.6|24.13|12.5 | .0002| 31.19| .001|SI|

>1270.| 0.|3.|10| -1037207.| -2.9| 225.5|24.13|12.5 | .0064| 19.92| .013|SI|

1270.| 0.|3.|10| 61669.| -.3| 13.6|24.13|12.5 | .0004| 31.19| .001|SI|

1446.|176.|3.|2.| -1404361.! -5.5! 600.9!12.06|12.5 | .0172| 25.55| .044!SI|

1760.|490.|3.|2.| -284744.| -1.1| 121.8|12.06|12.5 | .0035| 25.55| .009|SI|

1760.|490.|3.|2.| 402063.! -2.8| 174.7|12.06|12.5 | .005 | 48.1 | .024|SI|

>1760.| 0.|3.|2.| -277142.| -1.1| 118.6|12.06|12.5 | .0034| 25.55| .009|SI|

1760.| 0.|3.|2.| 409134.| -2.8! 177.7|12.06|12.5 | .0051| 48.1 | .024!SI|

1982.|222.|3.|2.| -535223.! -2.1| 229. !12.06|12.5 | .0065| 25.55| .017|SI|

2250.|490.|3.|10| -297210.| -.8| 64.6|24.13|12.5 | .0018| 19.92| .004|SI|

2250.|490.|3.|10| 484912.! -2.4| 107.3|24.13|12.5 | .0031| 31.19| .01 |SI|

>2250.| 0.|3.|10| -309400.| -.9| 67.3|24.13|12.5 | .0019| 19.92| .004|SI|

2250.| 0.|3.|10| 478731.! -2.3| 105.9|24.13|12.5 | .003 | 31.19| .009|SI|

2820.|570.|3.|2.| -1657065.! -6.5! 709. !12.06|12.5 | .0203| 25.55| .052!SI|

2820.|570.|3.|2.| 242724.| -1.7| 105.5|12.06|12.5 | .003 | 48.1 | .014|SI|

>2820.| 0.|3.|2.| -1289547.! -5.1! 551.8!12.06|12.5 | .0158| 25.55| .04 !SI|

2820.| 0.|3.|2.| 262863.! -1.8| 114.2|12.06|12.5 | .0033| 48.1 | .016|SI|

3030.|210.|3.|1.| -594049.| -2.3| 273.4|12.06|12.5 | .0078| 25.55| .02 |SI|

3030.|210.|3.|1.| 55888.| -.4| 26.2|12.06|12.5 | .0007| 48.1 | .004|SI|



28.| 28.|3.|2.| -437079.| -1.7| 187. |12.06|12.5 | .0053| 25.55| .014|SI|




28.| 28.|3.|2.| 410096.| -2.8| 178.2|12.06|12.5 | .0051| 48.1 | .024|SI|

56.| 56.|3.|2.| -613898.| -2.4| 262.7|12.06|12.5 | .0075| 25.55| .019|SI|

56.| 56.|3.|2.| 421100.| -2.9| 182.9|12.06|12.5 | .0052| 48.1 | .025|SI|

84.| 84.|3.|2.| -735965.| -2.9| 314.9|12.06|12.5 | .009 | 25.55| .023|SI|

84.| 84.|3.|2.| 424903.| -2.9| 184.6|12.06|12.5 | .0053| 48.1 | .025|SI|

105.|105.|3.|2.| -794895.| -3.1| 340.1|12.06|12.5 | .0097| 25.55| .025|SI|

105.|105.|3.|2.| 424832.| -2.9| 184.6|12.06|12.5 | .0053| 48.1 | .025|SI|

126.|126.|3.|2.| -813034.! -3.2| 347.9!12.06|12.5 | .0099| 25.55| .025|SI|

210.|210.|3.|2.| -806418.| -3.2| 345.1|12.06|12.5 | .0099| 25.55| .025|SI|

210.|210.|3.|2.| 464708.! -3.2! 201.9|12.06|12.5 | .0058| 48.1 | .028!SI|

> 210.| 0.|3.|2.| -914804.! -3.6| 391.4|12.06|12.5 | .0112| 25.55| .029|SI|

210.| 0.|3.|2.| 577999.! -4. | 251.1|12.06|12.5 | .0072| 48.1 | .035!SI|

285.| 75.|3.|3.| -412397.| -1.5| 114.1|28.34|53.9 | .0033| 35.49| .012|SI|

285.| 75.|3.|3.| 413759.| -18.8! 548.7! *** | *** | ***** | **** | **** |SI|

> 285.| 0.|5.|4.| -412397.| -19.5| 727.1|12.06|12.5 | .0208| 25.55| .053|SI|

285.| 0.|5.|4.| 413759.| -18.8| 548.7|16.27|12.5 | .0157| 22.67| .036|SI|

490.|205.|5.|4.| 434861.! -19.8| 576.7|16.27|12.5 | .0165| 22.67| .037|SI|

672.|387.|5.|5.| -422195.| -19.7| 743.9!12.06|12.5 | .0213| 25.55| .054!SI|

695.|410.|5.|6.| -622244.! -23.4! 562.3|24.13|12.34| .0161| 19.85| .032|SI|

695.|410.|5.|6.| 22102.| -.8| 27.4|17.28|12.5 | .0008| 21.67| .002|SI|

> 695.| 0.|3.|7.| -622244.| -1.8| 108.5|24.13|12.5 | .0031| 19.92| .006|SI|

695.| 0.|3.|7.| 22102.| -.8| 27.4| *** | *** | ***** | **** | **** |SI|

780.| 85.|3.|2.| -1218970.! -4.8! 521.6!12.06|12.5 | .0149| 25.55| .038!SI|

780.| 85.|3.|2.| 110211.! -.8| 47.9|12.06|12.5 | .0014| 48.1 | .007|SI|

> 780.| 0.|3.|2.| -1005573.| -4. | 430.3|12.06|12.5 | .0123| 25.55| .031|SI|

780.| 0.|3.|2.| 184515.! -1.3| 80.2|12.06|12.5 | .0023| 48.1 | .011|SI|

1002.|222.|3.|2.| -2250612.! -8.9! 963. !12.06|12.5 | .0275| 25.55| .07 !SI|

1270.|490.|3.|10| -1115363.| -3.1| 242.5|24.13|12.5 | .0069| 19.92| .014|SI|

1270.|490.|3.|10| 34178.| -.2| 7.6|24.13|12.5 | .0002| 31.19| .001|SI|

>1270.| 0.|3.|10| -1024288.| -2.9| 222.7|24.13|12.5 | .0064| 19.92| .013|SI|

1270.| 0.|3.|10| 61669.| -.3| 13.6|24.13|12.5 | .0004| 31.19| .001|SI|

1400.|130.|3.|2.| -1328049.! -5.2! 568.3!12.06|12.5 | .0162| 25.55| .041!SI|

1760.|490.|3.|2.| -284744.| -1.1| 121.8|12.06|12.5 | .0035| 25.55| .009|SI|

1760.|490.|3.|2.| 402063.! -2.8| 174.7|12.06|12.5 | .005 | 48.1 | .024|SI|

>1760.| 0.|3.|2.| -277142.| -1.1| 118.6|12.06|12.5 | .0034| 25.55| .009|SI|

1760.| 0.|3.|2.| 409134.| -2.8! 177.7|12.06|12.5 | .0051| 48.1 | .024!SI|

1982.|222.|3.|2.| -523224.! -2.1| 223.9!12.06|12.5 | .0064| 25.55| .016|SI|

2250.|490.|3.|10| -297210.| -.8| 64.6|24.13|12.5 | .0018| 19.92| .004|SI|

2250.|490.|3.|10| 484912.! -2.4| 107.3|24.13|12.5 | .0031| 31.19| .01 |SI|

>2250.| 0.|3.|10| -309400.| -.9| 67.3|24.13|12.5 | .0019| 19.92| .004|SI|

2250.| 0.|3.|10| 478731.! -2.3| 105.9|24.13|12.5 | .003 | 31.19| .009|SI|

2820.|570.|3.|2.| -1657065.! -6.5! 709. !12.06|12.5 | .0203| 25.55| .052!SI|

2820.|570.|3.|2.| 242724.| -1.7| 105.5|12.06|12.5 | .003 | 48.1 | .014|SI|

>2820.| 0.|3.|2.| -1289547.! -5.1! 551.8!12.06|12.5 | .0158| 25.55| .04 !SI|

2820.| 0.|3.|2.| 262863.! -1.8| 114.2|12.06|12.5 | .0033| 48.1 | .016|SI|

3030.|210.|3.|1.| -594049.| -2.3| 273.4|12.06|12.5 | .0078| 25.55| .02 |SI|

3030.|210.|3.|1.| 57206.| -.4| 26.8|12.06|12.5 | .0008| 48.1 | .004|SI|



1|24.13| .207|12.06| .103|6d16 |12.06| .103|6d16 |

2|28.15| .241|14.07| .12 |6d16 +2d8 +2d8 |14.07| .12 |6d16 +4d8 |

3|28.34| .243|28.34| .243|6d18 +6d16 +2d8 | 0. |0. | |

4|28.34|1.243|12.06| .529|6d16 |16.27| .714|6d18 +2d8 |

5|29.34|1.287|12.06| .529|6d16 |17.28| .758|6d18 +2d8 +2d8 |

6|41.41|1.816|24.13|1.058|6d16 +6d16 |17.28| .758|6d18 +2d8 +2d8 |

7|41.41| .355|41.41| .355|6d18 +6d16 +6d1 ...| 0. |0. | |

8|56.49| .484|42.41| .363|6d18 +6d16 +6d1 ...|14.07| .12 |6d16 +4d8 |

9|29.15| .25 |15.08| .129|6d16 +2d8 +2d8 +2d8|14.07| .12 |6d16 +4d8 |

10|56.3 | .482|28.15| .241|6d16 +6d16 +2d8 ...|28.15| .241|6d16 +6d16 +4d8 ...|

11|40.21| .344|14.07| .12 |6d16 +2d8 +2d8 |26.14| .224|6d16 +6d16 +4d8 |

MESSAGGI

8) Armatura inferiore tesa insufficiente (Af<0.26*fctm/fyk*bt*d oppure Af<0.0013*bt*d) [NTC08 4.1.6.1.1].

10) Armatura inferiore tesa insufficiente (Ro<1.4/fyk) [NTC08 7.4.6.2.1] (zone sismiche).

18) Verifica a taglio per elementi senza armature trasversali non soddisfatta - Vsd > VRd [NTC08 4.1.2.1.3.1].

38) Fondazioni: armatura inferiore insufficiente (Af<0.002*Acls) [NTC08 7.5.2].


Nome travata : TRAVATA T001 (travetto)





MATERIALI

CLS : Rck =350. ; fck=290.5; fctk= 19.8; fctm= 28.3; Ec= 325881. ;

gc =1.5 ; fcd=164.6; fbd= 29.8; fctd= 13.2; Ecud=.35%


gs =1.15; fyd=3913. ; ftd(k*fyd)=4500. ; fud=4439.8; Eud=6.75%


GRUPPO : ordinario.

CLS : σc (rara)=174.3; σc (quasi permanente)=130.7; fbd(esesrcizio)= 29.8 ACCIAIO: σf (rara)=3600.; Coeff.Omogein.= 15 FESSURE: Wdmax(fre.)=.4 ; Wdmax(q.p.)=.3 [4.1.2.2.4.5];

kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE

2) Sezione a T : largh.=50.; alt.=24.; sp.ala=6.; sp.an.=12.; Acls=516. .

DESCRIZIONE CAMPATE


1| C1| 2| 2| 2| 0| 210.| 170.| 8.75 |1.3|5. |105.551|

2| C1| 2| 2| 2| 0| 570.| 530.| 23.75 |1.5|1.328| 36.926|

3| C1| 2| 2| 2| 0| 490.| 450.| 20.417|1.5|1.879| 52.234|

4| C1| 2| 2| 2| 0| 490.| 450.| 20.417|1.5|1.601| 44.52 |

5| C1| 2| 2| 2| 0| 490.| 450.| 20.417|1.5|1.879| 52.234|

6| C1| 2| 2| 2| 0| 570.| 530.| 23.75 |1.5|1.328| 36.926|

7| C1| 2| 2| 2| 0| 210.| 170.| 8.75 |1.3|5. |105.551|




CONDIZIONI DI CARICO

|Molt.|Coeff. per combinazioni |

Nro| Descrizione | Tipo |Caric|SLU |Rare |Freq. |Q.Per.|

1 |Permanenti |permutaz. campate |1. | 1.3 | 1. | 1. | 1. |

2 |Variabili |senza permutazioni |1. | 1.5 | 1. | 1. | 1. |

CARICHI APPLICATI

Nro|Con|Camp.| Tipo | Sistema |carico 1|carico 2|dist.1|dist.2|

1| 1| 1|Forza distribuita |Globale | -1.75| - | - | - |







8| 1| 1|Forza distribuita |Globale | -1.5 | - | - | - |















FLESSIONE:


> 0.| 0.|2.|1.| -26063.|-.012| .02 | -254896.|-.35 |1.869|3.| .158|9.78 |SI|

0.| 0.|2.|1.| 4649.|-.001| .005| 205594.!-.35 |3.919|3.| .082!44.22|SI|

74.| 74.|2.|2.| -68954.|-.03 | .043| -318733.!-.35 |1.403|3.| .2 !4.622|SI|

74.| 74.|2.|2.| 15798.!-.004| .016| 205450.|-.35 |3.855|3.| .083|13.01|SI|

136.|136.|2.|2.| 228.|0. |0. | 205450.|-.35 |3.855|3.| .083|900.7!SI|

210.|210.|2.|3.| -194364.!-.075! .151! -258848.|-.35 |2.52 |3.| .122|1.332!SI|

> 210.| 0.|2.|3.| -194364.|-.075| .151| -258848.|-.35 |2.52 |3.| .122|1.332|SI|

288.| 78.|2.|1.| -52754.|-.024| .041| -254896.|-.35 |1.869|3.| .158!4.832|SI|

323.|113.|2.|1.| -5979.|-.003| .005| -254896.|-.35 |1.869|3.| .158|42.63!SI|

392.|182.|2.|4.| 113265.|-.03 | .117| 206497.!-.35 |4.334|3.| .075!1.823|SI|

495.|285.|2.|5.| 155092.!-.04 | .16 | 206000.|-.35 |4.104|3.| .079|1.328|SI|

780.|570.|2.|3.| -220056.!-.085! .171! -258848.!-.35 |2.52 |3.| .122|1.176!SI|

> 780.| 0.|2.|3.| -220056.!-.085! .171! -258848.|-.35 |2.52 |3.| .122|1.176!SI|

858.| 78.|2.|1.| -100672.|-.047| .079| -254896.|-.35 |1.869|3.| .158!2.532|SI|

858.| 78.|2.|1.| 658.|0. | .001| 205594.|-.35 |3.919|3.| .082|312.5!SI|

958.|178.|2.|4.| 91368.|-.024| .094| 206497.!-.35 |4.334|3.| .075!2.26 |SI|

1025.|245.|2.|5.| 109640.!-.028| .113| 206000.|-.35 |4.104|3.| .079|1.879|SI|

1270.|490.|2.|3.| -184179.|-.07 | .143| -258848.!-.35 |2.52 |3.| .122|1.405|SI|

>1270.| 0.|2.|3.| -184179.|-.07 | .143| -258848.|-.35 |2.52 |3.| .122|1.405|SI|

1348.| 78.|2.|1.| -68321.|-.031| .054| -254896.|-.35 |1.869|3.| .158!3.731|SI|

1414.|144.|2.|4.| 94974.|-.025| .098| 206497.!-.35 |4.334|3.| .075!2.174|SI|

1515.|245.|2.|5.| 128636.!-.033| .132| 206000.|-.35 |4.104|3.| .079|1.601|SI|

1548.|278.|2.|5.| -2516.|-.001| .004| -143696.|-.35 |2.789|3.| .111|57.11!SI|

1760.|490.|2.|3.| -184179.!-.07 ! .143! -258848.!-.35 |2.52 |3.| .122|1.405!SI|

>1760.| 0.|2.|3.| -184179.|-.07 | .143| -258848.|-.35 |2.52 |3.| .122|1.405|SI|

1838.| 78.|2.|1.| -73430.|-.034| .058| -254896.|-.35 |1.869|3.| .158!3.471|SI|

1904.|144.|2.|4.| 82862.|-.022| .085| 206497.!-.35 |4.334|3.| .075!2.492|SI|

2005.|245.|2.|5.| 109640.!-.028| .113| 206000.|-.35 |4.104|3.| .079|1.879|SI|

2172.|412.|2.|1.| 658.|0. | .001| 205594.|-.35 |3.919|3.| .082|312.5!SI|

2250.|490.|2.|3.| -220056.!-.085! .171! -258848.!-.35 |2.52 |3.| .122|1.176!SI|

>2250.| 0.|2.|3.| -220056.!-.085! .171! -258848.|-.35 |2.52 |3.| .122|1.176!SI|

2328.| 78.|2.|1.| -82387.|-.038| .065| -254896.|-.35 |1.869|3.| .158!3.094|SI|

2432.|182.|2.|4.| 125432.|-.033| .129| 206497.!-.35 |4.334|3.| .075!1.646|SI|

2535.|285.|2.|5.| 155092.!-.04 | .16 | 206000.|-.35 |4.104|3.| .079|1.328|SI|

2707.|457.|2.|1.| -5979.|-.003| .005| -254896.|-.35 |1.869|3.| .158|42.63!SI|

2820.|570.|2.|3.| -194364.|-.075| .151| -258848.!-.35 |2.52 |3.| .122|1.332|SI|

>2820.| 0.|2.|3.| -194364.!-.075! .151! -258848.|-.35 |2.52 |3.| .122|1.332!SI|

2894.| 74.|2.|6.| -119257.|-.052| .075| -318733.!-.35 |1.403|3.| .2 !2.673|SI|

2894.| 74.|2.|6.| 228.|0. |0. | 205450.|-.35 |3.855|3.| .083|900.7!SI|

2956.|136.|2.|6.| 15798.!-.004| .016| 205450.|-.35 |3.855|3.| .083|13.01|SI|

2986.|166.|2.|1.| 15044.|-.004| .015| 205594.!-.35 |3.919|3.| .082!13.67|SI|

3030.|210.|2.|1.| -26063.|-.012| .02 | -254896.|-.35 |1.869|3.| .158|9.78 |SI|

3030.|210.|2.|1.| 4649.|-.001| .005| 205594.|-.35 |3.919|3.| .082|44.22|SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| 10.| 10.|2.|1.| 3592.| -1.3| 77.7| 2.26| 5. | .0022| 10.17| .002|SI|

74.| 74.|2.|2.| 13193.! -4.7| 285.4| 2.26| 5. | .0082| 10.17| .008|SI|

210.|210.|2.|3.| -141104.! -78.4!2295.7! 3.11| 5. | .0656| 21.51| .141!SI|

> 210.| 0.|2.|3.| -141104.| -78.4|2295.7| 3.11| 5. | .0656| 21.51| .141|SI|

495.|285.|2.|5.| 112781.! -43. |2441.9| 2.26| 5. | .0985| 10.17| .1 |SI|

780.|570.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

> 780.| 0.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

1025.|245.|2.|5.| 81330.! -31. |1760.9| 2.26| 5. | .0661| 10.17| .067|SI|

1270.|490.|2.|3.| -134400.| -74.7|2186.7| 3.11| 5. | .0625| 21.51| .134|SI|

>1270.| 0.|2.|3.| -134400.| -74.7|2186.7| 3.11| 5. | .0625| 21.51| .134|SI|

1515.|245.|2.|5.| 94684.! -36.1|2050.1| 2.26| 5. | .0798| 10.17| .081|SI|

1760.|490.|2.|3.| -134400.! -74.7!2186.7! 3.11| 5. | .0625| 21.51| .134!SI|

>1760.| 0.|2.|3.| -134400.| -74.7|2186.7| 3.11| 5. | .0625| 21.51| .134|SI|

2005.|245.|2.|5.| 81330.! -31. |1760.9| 2.26| 5. | .0661| 10.17| .067|SI|

2250.|490.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

>2250.| 0.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

2535.|285.|2.|5.| 112781.! -43. |2441.9| 2.26| 5. | .0985| 10.17| .1 |SI|

2820.|570.|2.|3.| -141104.| -78.4|2295.7| 3.11| 5. | .0656| 21.51| .141|SI|

>2820.| 0.|2.|3.| -141104.! -78.4!2295.7! 3.11| 5. | .0656| 21.51| .141!SI|

2956.|136.|2.|6.| 13193.! -4.7| 285.4| 2.26| 5. | .0082| 10.17| .008|SI|

3030.|210.|2.|1.| -15848.| -10.9| 262. | 3.11| 5. | .0075| 20.22| .015|SI|






74.| 74.|2.|2.| 13193.! -4.7| 285.4| 2.26| 5. | .0082| 10.17| .008|SI|

210.|210.|2.|3.| -141104.! -78.4!2295.7! 3.11| 5. | .0656| 21.51| .141!SI|

> 210.| 0.|2.|3.| -141104.| -78.4|2295.7| 3.11| 5. | .0656| 21.51| .141|SI|

495.|285.|2.|5.| 112781.! -43. |2441.9| 2.26| 5. | .0985| 10.17| .1 |SI|

780.|570.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

> 780.| 0.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

1025.|245.|2.|5.| 81330.! -31. |1760.9| 2.26| 5. | .0661| 10.17| .067|SI|

1270.|490.|2.|3.| -134400.| -74.7|2186.7| 3.11| 5. | .0625| 21.51| .134|SI|

>1270.| 0.|2.|3.| -134400.| -74.7|2186.7| 3.11| 5. | .0625| 21.51| .134|SI|

1515.|245.|2.|5.| 94684.! -36.1|2050.1| 2.26| 5. | .0798| 10.17| .081|SI|

1760.|490.|2.|3.| -134400.! -74.7!2186.7! 3.11| 5. | .0625| 21.51| .134!SI|

>1760.| 0.|2.|3.| -134400.| -74.7|2186.7| 3.11| 5. | .0625| 21.51| .134|SI|

2005.|245.|2.|5.| 81330.! -31. |1760.9| 2.26| 5. | .0661| 10.17| .067|SI|

2250.|490.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

>2250.| 0.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

2535.|285.|2.|5.| 112781.! -43. |2441.9| 2.26| 5. | .0985| 10.17| .1 |SI|

2820.|570.|2.|3.| -141104.| -78.4|2295.7| 3.11| 5. | .0656| 21.51| .141|SI|

>2820.| 0.|2.|3.| -141104.! -78.4!2295.7! 3.11| 5. | .0656| 21.51| .141!SI|

2956.|136.|2.|6.| 13193.! -4.7| 285.4| 2.26| 5. | .0082| 10.17| .008|SI|

3030.|210.|2.|1.| -15848.| -10.9| 262. | 3.11| 5. | .0075| 20.22| .015|SI|



74.| 74.|2.|2.| 13193.! -4.7| 285.4| 2.26| 5. | .0082| 10.17| .008|SI|

210.|210.|2.|3.| -141104.! -78.4!2295.7! 3.11| 5. | .0656| 21.51| .141!SI|

> 210.| 0.|2.|3.| -141104.| -78.4|2295.7| 3.11| 5. | .0656| 21.51| .141|SI|

495.|285.|2.|5.| 112781.! -43. |2441.9| 2.26| 5. | .0985| 10.17| .1 |SI|

780.|570.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

> 780.| 0.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

1025.|245.|2.|5.| 81330.! -31. |1760.9| 2.26| 5. | .0661| 10.17| .067|SI|

1270.|490.|2.|3.| -134400.| -74.7|2186.7| 3.11| 5. | .0625| 21.51| .134|SI|

>1270.| 0.|2.|3.| -134400.| -74.7|2186.7| 3.11| 5. | .0625| 21.51| .134|SI|

1515.|245.|2.|5.| 94684.! -36.1|2050.1| 2.26| 5. | .0798| 10.17| .081|SI|

1760.|490.|2.|3.| -134400.! -74.7!2186.7! 3.11| 5. | .0625| 21.51| .134!SI|

>1760.| 0.|2.|3.| -134400.| -74.7|2186.7| 3.11| 5. | .0625| 21.51| .134|SI|

2005.|245.|2.|5.| 81330.! -31. |1760.9| 2.26| 5. | .0661| 10.17| .067|SI|

2250.|490.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

>2250.| 0.|2.|3.| -159481.! -88.6!2594.7! 3.11| 5. | .0767| 21.51| .165!SI|

2535.|285.|2.|5.| 112781.! -43. |2441.9| 2.26| 5. | .0985| 10.17| .1 |SI|

2820.|570.|2.|3.| -141104.| -78.4|2295.7| 3.11| 5. | .0656| 21.51| .141|SI|

>2820.| 0.|2.|3.| -141104.! -78.4!2295.7! 3.11| 5. | .0656| 21.51| .141!SI|

2956.|136.|2.|6.| 13193.! -4.7| 285.4| 2.26| 5. | .0082| 10.17| .008|SI|

3030.|210.|2.|1.| -15848.| -10.9| 262. | 3.11| 5. | .0075| 20.22| .015|SI|



1| 5.37|1.041| 3.11| .603|2d12 +3d6 | 2.26| .438|2d12 |

2| 6.22|1.205| 3.96| .767|3d6 +2d12 +3d6 | 2.26| .438|2d12 |

3| 7.63|1.479| 3.11| .603|2d12 +3d6 | 4.52| .877|2d12 +2d12 |

4| 3.11| .603| .85| .164|3d6 | 2.26| .438|2d12 |

5| 3.96| .767| 1.7 | .329|3d6 +3d6 | 2.26| .438|2d12 |

6| 6.22|1.205| 3.96| .767|2d12 +3d6 +3d6 | 2.26| .438|2d12 |


Nome travata : 73 - Travata TR001 (fondazione)





MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE



DESCRIZIONE CAMPATE


1| A6| 6| 6| 6| 0| 51.| 22.| .3 | .4|1. | 11.892|

2| A6| 3| 3| 3| 0| 200.| 171.| 1.042|1.5|5. |166.54 |

3| A425| 5| 5| 5| 0| 100.| 100.| .82 |1.5|5. |165.123|

4| A454| 3| 3| 3| 0| 1258.| 1258.| 6.552|1.5|5. |172.471|

5| A453| 5| 5| 5| 0| 100.| 100.| .82 |1.5|5. |263.065|

6| A455| 3| 3| 3| 0| 200.| 171.| 1.042|1.5|5. |166.54 |

7| C7| 6| 6| 6| 0| 51.| 22.| .3 | .4|1. | 11.892|


SLU |












SLU |

Nome Descrizione |




4.|permanenti |


6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 80.| 28.|3.|1.|-1209486.!-.005! .065!-3448745.!-.015| .186|2.| .076!2.851!SI|

80.| 28.|3.|1.| 846458.!-.003| .009|18161683.|-.078| .186|2.| .295|21.46|SI|

222.|172.|3.|3.|-2043676.|-.004| .02 |-18895369!-.035| .186|2.| .159|9.246|SI|

222.|172.|3.|3.| 282724.|-.001| .003|19065004.!-.07 | .186|2.| .273|67.43!SI|

251.|200.|3.|4.|-2043676.!-.009! .057|-6693428.|-.029| .186|2.| .136|3.275|SI|

251.|200.|3.|4.| 282724.|-.001| .003|18353488.|-.082| .186|2.| .305!64.92|SI|

> 251.| 0.|5.|5.|-2371868.|-.01 | .066|-6693428.|-.029| .186|2.| .136|2.822|SI|

251.| 0.|5.|5.| 346454.|-.002| .006|11149173.!-.087| .186|2.| .319!32.18!SI|

305.| 54.|5.|5.| 389815.!-.003| .006|11149173.|-.087| .186|2.| .319|28.6 |SI|

351.|100.|5.|5.|-2568107.!-.011! .071!-6693428.!-.029| .186|2.| .136!2.606!SI|

351.|100.|5.|5.| 389815.|-.003| .006|11149173.|-.087| .186|2.| .319|28.6 |SI|

> 351.| 0.|3.|4.|-2692695.|-.012! .075!-6693428.|-.029| .186|2.| .136|2.486!SI|

351.| 0.|3.|4.| 429192.|-.002| .004|18353488.|-.082| .186|2.| .305|42.76|SI|

380.| 28.|3.|6.|-2734890.|-.005| .029|-17600245!-.034| .186|2.| .154|6.435|SI|

531.|180.|3.|7.|-2786539.!-.005| .037|-14154750|-.028| .186|2.| .129|5.08 |SI|

673.|322.|3.|7.| 472647.!-.002| .005|18852343.|-.068| .186|2.| .266|39.89|SI|

909.|558.|3.|8.|-2519748.|-.004| .031|-14924865|-.027| .186|2.| .125!5.923|SI|

909.|558.|3.|8.| 462006.|-.001| .002|35888962.!-.109| .186|2.| .369!77.68!SI|

1609.|1258|3.|10|-2383497.|-.01 | .066|-6693428.|-.029| .186|2.| .136|2.808|SI|

1609.|1258|3.|10| 429032.|-.002| .004|18353488.|-.082| .186|2.| .305|42.78|SI|

>1609.| 0.|5.|11|-2243272.!-.01 ! .062!-6693428.|-.029| .186|2.| .136|2.984!SI|

1609.| 0.|5.|11| 389635.!-.003| .006|11149173.|-.087| .186|2.| .319|28.61|SI|

1655.| 46.|5.|12|-2243272.|-.008| .062|-6759918.!-.026| .186|2.| .122!3.013|SI|

1655.| 46.|5.|12| 389635.|-.002| .003|20824285.!-.143| .186|2.| .434!53.45|SI|

1663.| 54.|5.|12| 388488.|-.002| .003|20824285.|-.143| .186|2.| .434|53.6 !SI|

1709.|100.|5.|11|-2052651.|-.009| .057|-6693428.|-.029| .186|2.| .136|3.261|SI|

1709.|100.|5.|11| 346267.|-.002| .006|11149173.|-.087| .186|2.| .319|32.2 |SI|

>1709.| 0.|3.|10|-1740934.!-.008! .048|-6693428.|-.029| .186|2.| .136|3.845|SI|

1709.| 0.|3.|10| 282530.|-.001| .003|18353488.|-.082| .186|2.| .305!64.96|SI|

1738.| 28.|3.|13|-1740934.|-.003| .017|-18951043!-.035| .186|2.| .157|10.89|SI|

1738.| 28.|3.|13| 282530.|-.001| .003|19177037.!-.069| .186|2.| .271|67.88!SI|

1852.|143.|3.|14| 954967.!-.003| .009|18843208.|-.067| .186|2.| .263|19.73|SI|

1880.|172.|3.|15| -965366.|-.004| .052!-3442957.|-.015| .186|2.| .076!3.566!SI|

VERIFICHE A TAGLIO

TAGLIO:


> 51.| 0.|3.|-19186.! 19971.!237471.! 0.! *** | ** | ** |SI|

51.| 0.|3.| 3408.! 19971.|237471.| 0.| *** | ** | ** |SI|

251.|200.|3.| -7498.| 19971.!163773.|165515.! 1.01|10. |2.5 |SI|

251.|200.|3.| 1392.| 19971.|163773.|165515.| 1.01|10. |2.5 |SI|

> 251.| 0.|5.| -7498.! 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

251.| 0.|5.| 1392.! 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

351.|100.|5.| -3223.| 13735.!102468.!103558.! 1.01|10. |2.5 |SI|

351.|100.|5.| 789.| 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

> 351.| 0.|3.| -3223.! 19971.|163773.| 82758.| 1.01|20. |2.5 |SI|

351.| 0.|3.| 789.| 19971.|163773.| 82758.| 1.01|20. |2.5 |SI|

626.|275.|3.| -415.| 22816.!163773.| 82758.| 1.01|20. |2.5 |SI|

1609.|1258|3.| -789.| 19971.|163773.! 82758.! 1.01|20. |2.5 |SI|

1609.|1258|3.| 3189.! 19971.|163773.| 82758.| 1.01|20. |2.5 |SI|

>1609.| 0.|5.| -789.| 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

1609.| 0.|5.| 3189.| 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

1709.|100.|5.| -1392.! 13735.!102468.!103558.! 1.01|10. |2.5 |SI|

1709.|100.|5.| 7065.! 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

>1709.| 0.|3.| -1392.| 19971.|163773.|165515.! 1.01|10. |2.5 |SI|

1709.| 0.|3.| 7065.| 19971.|163773.|165515.| 1.01|10. |2.5 |SI|

1909.|200.|3.| -3408.! 19971.!237471.! 0.| *** | ** | ** |SI|

1909.|200.|3.| 17396.! 19971.|237471.| 0.| *** | ** | ** |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 80.| 28.|3.|1.| -155699.! -1. ! 176.7! 4.02|59.83| .005 |233.34| .118!SI|

80.| 28.|3.|1.| 310347.! -1.7| 66.1|25.13| 5. | .0019|180.38| .034|SI|




108.| 57.|3.|2.| -330996.| -.9| 80.8|18.85|12.5 | .0023| 22.62| .005|SI|

108.| 57.|3.|2.| 292600.| -1.4| 60.9|25.13| 5. | .0017|186.21| .032|SI|

136.| 86.|3.|2.| -611521.| -1.6| 149.2|18.85|12.5 | .0043| 22.62| .01 |SI|

136.| 86.|3.|2.| 282727.| -1.4| 58.8|25.13| 5. | .0017|186.21| .031|SI|

151.|100.|3.|2.| -744271.| -1.9| 181.6|18.85|12.5 | .0052| 22.62| .012|SI|

251.|200.|3.|4.| -1426795.! -8.7! 833.7! *** | *** | ***** | **** | **** |SI|

251.|200.|3.|4.| 282724.| -1.6| 59.4|25.13| 5. | .0017|178.14| .03 |SI|

> 251.| 0.|5.|5.| -1426795.| -8.7| 833.7|14.33| 6.18| .028 | 8.54| .024|SI|

251.| 0.|5.|5.| 282724.| -2.9| 98.6|25.13| 5. | .0028|110.98| .031|SI|

351.|100.|5.|5.| -1789052.! -10.9!1045.4!14.33| 6.18| .0381| 8.54| .033|SI|

351.|100.|5.|5.| 389815.! -4. | 136. |25.13| 5. | .0039|110.98| .043!SI|

> 351.| 0.|3.|4.| -1789052.| -10.9!1045.4! *** | *** | ***** | **** | **** |SI|

351.| 0.|3.|4.| 389815.| -2.2| 81.9|25.13| 5. | .0023|178.14| .042|SI|

531.|180.|3.|7.| -1934362.! -5.2| 534.4|18.85| 5. | .017 | 7.01| .012|SI|

673.|322.|3.|7.| 472647.! -2.3| 97.8|25.13| 5. | .0028|186. | .052!SI|

1609.|1258|3.|10| -1572507.| -9.6| 918.9| *** | *** | ***** | **** | **** |SI|

1609.|1258|3.|10| 389635.| -2.2| 81.8|25.13| 5. | .0023|178.14| .042|SI|

>1609.| 0.|5.|11| -1572507.! -9.6! 918.9!14.33| 6.18| .0321| 8.54| .027|SI|

1609.| 0.|5.|11| 389635.! -4. | 135.9|25.13| 5. | .0039|110.98| .043!SI|

1709.|100.|5.|11| -1223888.| -7.4| 715.2|14.33| 6.18| .0224| 8.54| .019|SI|

1709.|100.|5.|11| 282530.| -2.9| 98.5|25.13| 5. | .0028|110.98| .031|SI|

>1709.| 0.|3.|10| -1223888.! -7.4! 715.2! *** | *** | ***** | **** | **** |SI|

1709.| 0.|3.|10| 282530.| -1.6| 59.3|25.13| 5. | .0017|178.14| .03 |SI|

1880.|172.|3.|15| -350405.| -2.2| 398.3| 4.02|59.84| .0114|233.36| .266!SI|

1880.|172.|3.|15| 296079.! -1.6| 63.1|25.13| 5. | .0018|180.36| .033|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 80.| 28.|3.|1.| -147361.! -.9! 167.2! 4.02|59.83| .0048|233.34| .111!SI|

80.| 28.|3.|1.| 310347.! -1.7| 66.1|25.13| 5. | .0019|180.38| .034|SI|

108.| 57.|3.|2.| -234992.| -.6| 57.3|18.85|12.5 | .0016| 22.62| .004|SI|

108.| 57.|3.|2.| 292600.| -1.4| 60.9|25.13| 5. | .0017|186.21| .032|SI|

136.| 86.|3.|2.| -413585.| -1.1| 100.9|18.85|12.5 | .0029| 22.62| .007|SI|

136.| 86.|3.|2.| 282727.| -1.4| 58.8|25.13| 5. | .0017|186.21| .031|SI|

151.|100.|3.|2.| -534992.| -1.4| 130.5|18.85|12.5 | .0037| 22.62| .008|SI|

251.|200.|3.|4.| -1167849.! -7.1! 682.4! *** | *** | ***** | **** | **** |SI|

251.|200.|3.|4.| 282724.| -1.6| 59.4|25.13| 5. | .0017|178.14| .03 |SI|

> 251.| 0.|5.|5.| -1167849.| -7.1| 682.4|14.33| 6.18| .0208| 8.54| .018|SI|

251.| 0.|5.|5.| 282724.| -2.9| 98.6|25.13| 5. | .0028|110.98| .031|SI|

351.|100.|5.|5.| -1514110.! -9.2! 884.8!14.33| 6.18| .0305| 8.54| .026|SI|

351.|100.|5.|5.| 389815.! -4. | 136. |25.13| 5. | .0039|110.98| .043!SI|

> 351.| 0.|3.|4.| -1514110.| -9.2! 884.8! *** | *** | ***** | **** | **** |SI|

351.| 0.|3.|4.| 389815.| -2.2| 81.9|25.13| 5. | .0023|178.14| .042|SI|

531.|180.|3.|7.| -1679312.! -4.5| 464. |18.85| 5. | .0137| 7.01| .01 |SI|

673.|322.|3.|7.| 472647.! -2.3| 97.8|25.13| 5. | .0028|186. | .052!SI|

1609.|1258|3.|10| -1393978.| -8.5| 814.6| *** | *** | ***** | **** | **** |SI|

1609.|1258|3.|10| 389635.| -2.2| 81.8|25.13| 5. | .0023|178.14| .042|SI|

>1609.| 0.|5.|11| -1393978.! -8.5! 814.6!14.33| 6.18| .0271| 8.54| .023|SI|

1609.| 0.|5.|11| 389635.! -4. | 135.9|25.13| 5. | .0039|110.98| .043!SI|

1709.|100.|5.|11| -1055064.| -6.4| 616.5|14.33| 6.18| .0177| 8.54| .015|SI|

1709.|100.|5.|11| 282530.| -2.9| 98.5|25.13| 5. | .0028|110.98| .031|SI|

>1709.| 0.|3.|10| -1055064.! -6.4! 616.5! *** | *** | ***** | **** | **** |SI|

1709.| 0.|3.|10| 282530.| -1.6| 59.3|25.13| 5. | .0017|178.14| .03 |SI|

1880.|172.|3.|15| -350405.| -2.2| 398.3| 4.02|59.84| .0114|233.36| .266!SI|

1880.|172.|3.|15| 296079.! -1.6| 63.1|25.13| 5. | .0018|180.36| .033|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 80.| 28.|3.|1.| -147361.! -.9! 167.2! 4.02|59.83| .0048|233.34| .111!SI|

80.| 28.|3.|1.| 310347.! -1.7| 66.1|25.13| 5. | .0019|180.38| .034|SI|

108.| 57.|3.|2.| -222013.| -.6| 54.2|18.85|12.5 | .0015| 22.62| .004|SI|

108.| 57.|3.|2.| 292600.| -1.4| 60.9|25.13| 5. | .0017|186.21| .032|SI|

136.| 86.|3.|2.| -365804.| -1. | 89.3|18.85|12.5 | .0026| 22.62| .006|SI|

136.| 86.|3.|2.| 282727.| -1.4| 58.8|25.13| 5. | .0017|186.21| .031|SI|

151.|100.|3.|2.| -485240.| -1.3| 118.4|18.85|12.5 | .0034| 22.62| .008|SI|

251.|200.|3.|4.| -1110180.! -6.7! 648.7! *** | *** | ***** | **** | **** |SI|

251.|200.|3.|4.| 282724.| -1.6| 59.4|25.13| 5. | .0017|178.14| .03 |SI|

> 251.| 0.|5.|5.| -1110180.| -6.7| 648.7|14.33| 6.18| .0192| 8.54| .016|SI|

251.| 0.|5.|5.| 282724.| -2.9| 98.6|25.13| 5. | .0028|110.98| .031|SI|

351.|100.|5.|5.| -1455120.! -8.8! 850.3!14.33| 6.18| .0288| 8.54| .025|SI|

351.|100.|5.|5.| 389815.! -4. | 136. |25.13| 5. | .0039|110.98| .043!SI|

> 351.| 0.|3.|4.| -1455120.| -8.8! 850.3! *** | *** | ***** | **** | **** |SI|

351.| 0.|3.|4.| 389815.| -2.2| 81.9|25.13| 5. | .0023|178.14| .042|SI|

531.|180.|3.|7.| -1627170.! -4.4| 449.6|18.85| 5. | .013 | 7.01| .009|SI|

673.|322.|3.|7.| 472647.! -2.3| 97.8|25.13| 5. | .0028|186. | .052!SI|

1609.|1258|3.|10| -1359087.| -8.3| 794.2| *** | *** | ***** | **** | **** |SI|

1609.|1258|3.|10| 389635.| -2.2| 81.8|25.13| 5. | .0023|178.14| .042|SI|

>1609.| 0.|5.|11| -1359087.! -8.3! 794.2!14.33| 6.18| .0261| 8.54| .022|SI|

1609.| 0.|5.|11| 389635.! -4. | 135.9|25.13| 5. | .0039|110.98| .043!SI|

1709.|100.|5.|11| -1019921.| -6.2| 596. |14.33| 6.18| .017 | 8.54| .015|SI|

1709.|100.|5.|11| 282530.| -2.9| 98.5|25.13| 5. | .0028|110.98| .031|SI|

>1709.| 0.|3.|10| -1019921.! -6.2! 596. ! *** | *** | ***** | **** | **** |SI|

1709.| 0.|3.|10| 282530.| -1.6| 59.3|25.13| 5. | .0017|178.14| .03 |SI|

1880.|172.|3.|15| -350405.| -2.2| 398.3| 4.02|59.84| .0114|233.36| .266!SI|

1880.|172.|3.|15| 296079.! -1.6| 63.1|25.13| 5. | .0018|180.36| .033|SI|



1|35.94| .273| 6.28| .048|2d16 +2d12 |29.66| .225|4d12 +8d20 |

2|54.79| .416|25.13| .191|2d16 +2d12 +6d20 |29.66| .225|4d12 +8d20 |

3|66.85| .507|37.2 | .282|2d16 +6d16 +2d1 ...|29.66| .225|4d12 +8d20 |

4|43.98| .334|14.33| .109|6d16 +2d12 |29.66| .225|4d12 +8d20 |

5|43.98| .424|14.33| .138|6d16 +2d12 |29.66| .286|4d12 +8d20 |

6|69.62| .528|35.44| .269|6d16 +6d20 +2d1 ...|34.18| .259|4d12 +8d20 +4d12 |

7|50.77| .385|21.11| .16 |6d20 +2d12 |29.66| .225|8d20 +4d12 |

8|82.69| .627|23.37| .177|6d20 +2d12 +2d12 |59.31| .45 |8d20 +8d20 +4d1 ...|

9|62.83| .477|33.18| .252|6d20 +6d16 +2d12 |29.66| .225|8d20 +4d12 |

10|43.98| .334|14.33| .109|6d16 +2d12 |29.66| .225|8d20 +4d12 |

11|43.98| .424|14.33| .138|6d16 +2d12 |29.66| .286|8d20 +4d12 |

12|69.12| .666|14.33| .138|6d16 +2d12 |54.79| .528|8d20 +8d20 +4d12 |

13|66.85| .507|37.2 | .282|6d16 +2d16 +2d1 ...|29.66| .225|8d20 +4d12 |

14|54.79| .416|25.13| .191|2d16 +2d12 +6d20 |29.66| .225|8d20 +4d12 |

15|35.94| .273| 6.28| .048|2d16 +2d12 |29.66| .225|8d20 +4d12 |










MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE



DESCRIZIONE CAMPATE


1| A7| 6| 6| 6| 0| 51.| 22.| .3 | .4|1. | 12.462|

2| A7| 3| 3| 3| 0| 200.| 171.| 1.042|1.5|5. |175.389|

3| A427| 5| 5| 5| 0| 100.| 100.| .82 |1.5|5. |164.406|

4| A464| 3| 3| 3| 0| 1258.| 1258.| 6.552|1.5|5. |182.303| 22

5| A447| 5| 5| 5| 0| 100.| 100.| .82 |1.5|5. |164.406|

6| A465| 3| 3| 3| 0| 200.| 171.| 1.042|1.5|5. |148.36 |

7| C7| 6| 6| 6| 0| 51.| 22.| .3 | .4|1. | 12.462|


SLU |









SLU |

Nome Descrizione |




4.|permanenti |


6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 79.| 28.|3.|1.|-1805517.!-.008! .11 !-3061304.!-.014| .186|2.| .069!1.696!SI|

79.| 28.|3.|1.| 700167.!-.003| .007|17722724.|-.078| .186|2.| .294|25.31|SI|

107.| 56.|3.|2.|-2021909.|-.004| .024|-15735796!-.028| .186|2.| .132|7.783|SI|

107.| 56.|3.|2.| 700167.|-.002| .007|18264759.!-.067| .186|2.| .264|26.09|SI|

251.|200.|3.|3.|-2373463.!-.009! .05 |-8917996.|-.034| .186|2.| .154|3.757|SI|

251.|200.|3.|3.| 571953.|-.002| .006|18148542.|-.084| .186|2.| .31 !31.73!SI|

> 251.| 0.|5.|4.|-2558079.|-.01 | .053|-8917995.|-.034| .186|2.| .154|3.486|SI|

251.| 0.|5.|4.| 513944.|-.004| .009|10937265.!-.084| .186|2.| .311!21.28!SI|

298.| 47.|5.|4.| 554514.!-.004| .009|10937265.|-.084| .186|2.| .311|19.72|SI|

351.|100.|5.|4.|-2636000.!-.01 ! .055!-8917995.!-.034| .186|2.| .154!3.383!SI|

351.|100.|5.|4.| 554514.|-.004| .009|10937265.|-.084| .186|2.| .311|19.72|SI|

> 351.| 0.|3.|3.|-2636000.!-.01 ! .055!-8917996.|-.034| .186|2.| .154|3.383!SI|

351.| 0.|3.|3.| 580884.|-.002| .006|18148542.|-.084| .186|2.| .31 |31.24|SI|

814.|463.|3.|5.|-2067812.|-.004| .027|-14098275!-.025| .186|2.| .118!6.818|SI|

814.|463.|3.|5.| 566525.|-.002| .003|34953258.!-.109| .186|2.| .37 !61.7 |SI|

956.|605.|3.|5.| 540353.|-.002| .003|34953258.|-.109| .186|2.| .37 |64.69!SI|

1430.|1079|3.|3.| 605362.!-.002| .006|18274745.|-.068| .186|2.| .267|30.19|SI|

1609.|1258|3.|3.|-1925051.|-.007| .04 |-8917996.|-.034| .186|2.| .154|4.633|SI|

1609.|1258|3.|3.| 586057.|-.002| .006|18148542.|-.084| .186|2.| .31 |30.97|SI|

>1609.| 0.|5.|4.|-1925051.!-.007! .04 !-8917995.|-.034| .186|2.| .154|4.633!SI|

1609.| 0.|5.|4.| 560066.!-.004| .009|10937265.|-.084| .186|2.| .311|19.53|SI|

1685.| 76.|5.|6.| 541683.|-.003| .005|20507102.!-.138| .186|2.| .426!37.86|SI|




1709.|100.|5.|6.|-1875773.|-.006| .039|-8960323.!-.031| .186|2.| .143!4.777|SI|

1709.|100.|5.|6.| 519503.|-.003| .005|20507102.|-.138| .186|2.| .426|39.47!SI|

>1709.| 0.|3.|7.|-1750534.!-.006! .036|-8960323.|-.031| .186|2.| .143|5.119|SI|

1709.| 0.|3.|7.| 454634.|-.001| .003|32640774.|-.123| .186|2.| .398!71.8 |SI|

1737.| 28.|3.|8.|-1750534.|-.003| .021|-15813873!-.026| .186|2.| .124|9.034|SI|

1737.| 28.|3.|8.| 454634.|-.001| .002|33958867.!-.104| .186|2.| .358|74.7 !SI|

1825.|116.|3.|8.| 882815.!-.002| .005|33958867.|-.104| .186|2.| .358|38.47|SI|

1881.|172.|3.|9.|-1435147.|-.006| .087!-3065914.|-.013| .186|2.| .063!2.136!SI|

VERIFICHE A TAGLIO

TAGLIO:


> 51.| 0.|3.|-15375.! 19971.!237471.! 0.! *** | ** | ** |SI|

51.| 0.|3.| 4131.! 19971.|237471.| 0.| *** | ** | ** |SI|

251.|200.|3.| -4629.| 19971.!163773.|165515.! 1.01|10. |2.5 |SI|

251.|200.|3.| 1459.| 19971.|163773.|165515.| 1.01|10. |2.5 |SI|

> 251.| 0.|5.| -4629.! 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

251.| 0.|5.| 1459.! 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

351.|100.|5.| -1615.| 13735.!102468.!103558.! 1.01|10. |2.5 |SI|

351.|100.|5.| 701.| 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

> 351.| 0.|3.| -1615.! 19971.|163773.| 82758.| 1.01|20. |2.5 |SI|

351.| 0.|3.| 701.| 19971.|163773.| 82758.| 1.01|20. |2.5 |SI|

483.|132.|3.| -883.| 22564.!163773.| 82758.| 1.01|20. |2.5 |SI|

672.|321.|3.| 2354.! 22564.|163773.| 82758.| 1.01|20. |2.5 |SI|

1609.|1258|3.| -1316.| 19971.|163773.! 82758.! 1.01|20. |2.5 |SI|

1609.|1258|3.| 1890.| 19971.|163773.| 82758.| 1.01|20. |2.5 |SI|

>1609.| 0.|5.| -1316.| 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

1609.| 0.|5.| 1890.| 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

1709.|100.|5.| -1481.! 13735.!102468.!103558.! 1.01|10. |2.5 |SI|

1709.|100.|5.| 3851.! 13735.|102468.|103558.| 1.01|10. |2.5 |SI|

>1709.| 0.|3.| -1481.| 19971.|163773.|165515.! 1.01|10. |2.5 |SI|

1709.| 0.|3.| 3851.| 19971.|163773.|165515.| 1.01|10. |2.5 |SI|

1909.|200.|3.| -4157.! 19971.!237471.! 0.| *** | ** | ** |SI|

1909.|200.|3.| 10402.! 19971.|237471.| 0.| *** | ** | ** |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 79.| 28.|3.|1.| -624559.! -3.9! 798.1! 4.02|60.23| .0228|234.9 | .536!SI|

79.| 28.|3.|1.| 670692.! -3.8| 146.5|25.13|12.5 | .0042| 42.35| .018|SI|

107.| 56.|3.|2.| -866474.| -2.2| 215.3|18.85|12.5 | .0062| 22.62| .014|SI|

107.| 56.|3.|2.| 639950.| -3.1| 136.6|25.13|12.5 | .0039| 42.35| .017|SI|

135.| 84.|3.|2.| -1075347.| -2.7| 267.1|18.85|12.5 | .0076| 22.62| .017|SI|

135.| 84.|3.|2.| 608323.| -3. | 129.8|25.13|12.5 | .0037| 42.35| .016|SI|

151.|100.|3.|2.| -1182640.| -2.9| 293.8|18.85|12.5 | .0084| 22.62| .019|SI|

251.|200.|3.|3.| -1648348.! -8.6! 722.2| *** | *** | ***** | **** | **** |SI|

251.|200.|3.|3.| 475488.| -2.8| 100.8|25.13|12.5 | .0029| 42.35| .012|SI|

> 251.| 0.|5.|4.| -1648348.| -8.6| 722.2|20.42|13.46| .0206| 21.93| .045|SI|

251.| 0.|5.|4.| 475488.| -4.8| 169.3|25.13|12.5 | .0048| 42.35| .02 |SI|

351.|100.|5.|4.| -1829167.! -9.6! 801.5!20.42|13.46| .0229| 21.93| .05 !SI|

351.|100.|5.|4.| 554514.! -5.6| 197.4|25.13|12.5 | .0056| 42.35| .024|SI|

> 351.| 0.|3.|3.| -1829167.! -9.6! 801.5! *** | *** | ***** | **** | **** |SI|

351.| 0.|3.|3.| 554514.| -3.3| 117.6|25.13|12.5 | .0034| 42.35| .014|SI|

379.| 28.|3.|3.| -1817257.| -4.8| 520.5|18.85|12.5 | .0149| 22.62| .034!SI|

1430.|1079|3.|3.| 605362.! -3. | 129.1|25.13|12.5 | .0037| 42.35| .016|SI|

1609.|1258|3.|3.| -1351170.| -7.1| 592. | *** | *** | ***** | **** | **** |SI|

1609.|1258|3.|3.| 560066.| -3.3| 118.7|25.13|12.5 | .0034| 42.35| .014|SI|

>1609.| 0.|5.|4.| -1351170.! -7.1! 592. !20.42|13.46| .0169| 21.93| .037!SI|

1609.| 0.|5.|4.| 560066.! -5.7| 199.4|25.13|12.5 | .0057| 42.35| .024|SI|

1709.|100.|5.|6.| -1228989.| -5.9| 536.3|20.42|13.46| .0153| 21.93| .034|SI|

1709.|100.|5.|6.| 454634.| -3.8| 85.6|50.27|12.5 | .0024| 27.97| .007|SI|

>1709.| 0.|3.|7.| -1228989.! -5.9! 536.3| *** | *** | ***** | **** | **** |SI|

1709.| 0.|3.|7.| 454634.! -2.1| 53. |50.27|12.5 | .0015| 27.97| .004|SI|

1881.|172.|3.|9.| -853999.| -4.9|1089.8! 4.02|60.51| .0311|235.97| .735!SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 79.| 28.|3.|1.| -380235.! -2.4! 485.9! 4.02|60.23| .0139|234.9 | .326!SI|

79.| 28.|3.|1.| 670692.! -3.8| 146.5|25.13|12.5 | .0042| 42.35| .018|SI|

107.| 56.|3.|2.| -568051.| -1.4| 141.1|18.85|12.5 | .004 | 22.62| .009|SI|

107.| 56.|3.|2.| 639950.| -3.1| 136.6|25.13|12.5 | .0039| 42.35| .017|SI|

135.| 84.|3.|2.| -731324.| -1.8| 181.7|18.85|12.5 | .0052| 22.62| .012|SI|

135.| 84.|3.|2.| 608323.| -3. | 129.8|25.13|12.5 | .0037| 42.35| .016|SI|

151.|100.|3.|2.| -815608.| -2. | 202.6|18.85|12.5 | .0058| 22.62| .013|SI|

251.|200.|3.|3.| -1190283.! -6.2! 521.5! *** | *** | ***** | **** | **** |SI|

251.|200.|3.|3.| 475488.| -2.8| 100.8|25.13|12.5 | .0029| 42.35| .012|SI|

> 251.| 0.|5.|4.| -1190283.| -6.2| 521.5|20.42|13.46| .0149| 21.93| .033|SI|

251.| 0.|5.|4.| 475488.| -4.8| 169.3|25.13|12.5 | .0048| 42.35| .02 |SI|

351.|100.|5.|4.| -1343834.! -7. ! 588.8!20.42|13.46| .0168| 21.93| .037!SI|

351.|100.|5.|4.| 554514.! -5.6| 197.4|25.13|12.5 | .0056| 42.35| .024|SI|

> 351.| 0.|3.|3.| -1343834.! -7. ! 588.8! *** | *** | ***** | **** | **** |SI|

351.| 0.|3.|3.| 554514.| -3.3| 117.6|25.13|12.5 | .0034| 42.35| .014|SI|

379.| 28.|3.|3.| -1337720.| -3.5| 383.1|18.85|12.5 | .0109| 22.62| .025!SI|

1430.|1079|3.|3.| 605362.! -3. | 129.1|25.13|12.5 | .0037| 42.35| .016|SI|

1609.|1258|3.|3.| -1070845.| -5.6| 469.2| *** | *** | ***** | **** | **** |SI|

1609.|1258|3.|3.| 560066.| -3.3| 118.7|25.13|12.5 | .0034| 42.35| .014|SI|

>1609.| 0.|5.|4.| -1070845.! -5.6| 469.2!20.42|13.46| .0134| 21.93| .029!SI|

1609.| 0.|5.|4.| 560066.! -5.7! 199.4|25.13|12.5 | .0057| 42.35| .024|SI|

1709.|100.|5.|6.| -949770.| -4.6| 414.5|20.42|13.46| .0118| 21.93| .026|SI|

1709.|100.|5.|6.| 454634.| -3.8| 85.6|50.27|12.5 | .0024| 27.97| .007|SI|

>1709.| 0.|3.|7.| -949770.! -4.6| 414.5| *** | *** | ***** | **** | **** |SI|

1709.| 0.|3.|7.| 454634.! -2.1| 53. |50.27|12.5 | .0015| 27.97| .004|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 79.| 28.|3.|1.| -323062.! -2. ! 412.8! 4.02|60.23| .0118|234.9 | .277!SI|

79.| 28.|3.|1.| 670692.! -3.8| 146.5|25.13|12.5 | .0042| 42.35| .018|SI|

107.| 56.|3.|2.| -496509.| -1.2| 123.3|18.85|12.5 | .0035| 22.62| .008|SI|

107.| 56.|3.|2.| 639950.| -3.1| 136.6|25.13|12.5 | .0039| 42.35| .017|SI|

135.| 84.|3.|2.| -650485.| -1.6| 161.6|18.85|12.5 | .0046| 22.62| .01 |SI|

135.| 84.|3.|2.| 608323.| -3. | 129.8|25.13|12.5 | .0037| 42.35| .016|SI|




151.|100.|3.|2.| -730109.| -1.8| 181.4|18.85|12.5 | .0052| 22.62| .012|SI|

251.|200.|3.|3.| -1086997.! -5.7! 476.3! *** | *** | ***** | **** | **** |SI|

251.|200.|3.|3.| 475488.| -2.8| 100.8|25.13|12.5 | .0029| 42.35| .012|SI|

> 251.| 0.|5.|4.| -1086997.| -5.7| 476.3|20.42|13.46| .0136| 21.93| .03 |SI|

251.| 0.|5.|4.| 475488.| -4.8| 169.3|25.13|12.5 | .0048| 42.35| .02 |SI|

351.|100.|5.|4.| -1236364.! -6.5! 541.7!20.42|13.46| .0155| 21.93| .034!SI|

351.|100.|5.|4.| 554514.! -5.6| 197.4|25.13|12.5 | .0056| 42.35| .024|SI|

> 351.| 0.|3.|3.| -1236364.! -6.5! 541.7! *** | *** | ***** | **** | **** |SI|

351.| 0.|3.|3.| 554514.| -3.3| 117.6|25.13|12.5 | .0034| 42.35| .014|SI|

379.| 28.|3.|3.| -1231918.| -3.2| 352.8|18.85|12.5 | .0101| 22.62| .023!SI|

1430.|1079|3.|3.| 605362.! -3. | 129.1|25.13|12.5 | .0037| 42.35| .016|SI|

1609.|1258|3.|3.| -1014766.| -5.3| 444.6| *** | *** | ***** | **** | **** |SI|

1609.|1258|3.|3.| 560066.| -3.3| 118.7|25.13|12.5 | .0034| 42.35| .014|SI|

>1609.| 0.|5.|4.| -1014766.! -5.3| 444.6!20.42|13.46| .0127| 21.93| .028!SI|

1609.| 0.|5.|4.| 560066.! -5.7! 199.4|25.13|12.5 | .0057| 42.35| .024|SI|

1709.|100.|5.|6.| -891332.| -4.3| 389. |20.42|13.46| .0111| 21.93| .024|SI|

1709.|100.|5.|6.| 454634.| -3.8| 85.6|50.27|12.5 | .0024| 27.97| .007|SI|

>1709.| 0.|3.|7.| -891332.! -4.3| 389. | *** | *** | ***** | **** | **** |SI|

1709.| 0.|3.|7.| 454634.! -2.1| 53. |50.27|12.5 | .0015| 27.97| .004|SI|



1|33.87| .239| 5.59| .039|2d10 +2d16 |28.27| .199|8d20 +4d10 |

2|52.72| .372|24.44| .172|2d10 +6d20 +2d16 |28.27| .199|8d20 +4d10 |

3|48.69| .343|20.42| .144|6d20 +2d10 |28.27| .199|8d20 +4d10 |

4|48.69| .428|20.42| .179|6d20 +2d10 |28.27| .248|8d20 +4d10 |

5|78.54| .554|21.99| .155|6d20 +2d10 +2d10 |56.55| .399|8d20 +8d20 +4d1 ...|

6|73.83| .649|20.42| .179|6d20 +2d10 |53.41| .469|8d20 +8d20 +4d10 |

7|73.83| .521|20.42| .144|6d20 +2d10 |53.41| .377|8d20 +8d20 +4d10 |

8|77.85| .549|24.44| .172|6d20 +2d10 +2d16 |53.41| .377|8d20 +8d20 +4d10 |

9|59. | .416| 5.59| .039|2d10 +2d16 |53.41| .377|8d20 +8d20 +4d10 |


Nome travata : 103 - Travata TR301 (trave)





MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A648| 3| 3| 3| 0| 454.| 395.| 18.917|1.3|1.134| 21.606|

2| A649| 3| 3| 3| 0| 475.| 415.| 19.792|1.5|1.176| 25.513|

3| A650| 3| 3| 3| 0| 475.| 415.| 19.792|1.5|1.175| 25.493|

4| A651| 3| 3| 3| 0| 454.| 395.| 18.917|1.3|1.139| 21.703|


SLU |









SLU |

Nome Descrizione |




4.|permanenti |


6.|Sisma_X |

7.|Sisma_Y |



















FLESSIONE:


> 0.| 0.|3.|1.| -590518.|-.084| .145| -805052.|-.35 |1.493|3.| .19 |1.363|SI|

0.| 0.|3.|1.| 421469.|-.06 | .118| 705623.|-.35 |1.674|3.| .173|1.674|SI|

148.|148.|3.|2.| -13307.|-.002| .006| -475057.|-.35 |1.964|3.| .151!35.7 |SI|

179.|179.|3.|2.| 598552.|-.098! .169| 702724.|-.35 |1.488|3.| .19 |1.174|SI|

211.|211.|3.|3.| -4657.|-.001| .001|-1043327.!-.35 |1.192|3.| .227|224. !SI|

211.|211.|3.|3.| 623225.!-.084| .175! 706666.|-.35 |1.755|3.| .166|1.134!SI|

400.|400.|3.|6.| 309363.|-.034| .044| 1347394.!-.35 | .978|3.| .264!4.355|SI|

454.|454.|3.|6.| -650092.!-.076| .152| -843006.|-.35 |1.709|3.| .17 |1.297|SI|

454.|454.|3.|6.| 297194.|-.033| .043| 1347394.|-.35 | .978|3.| .264|4.534|SI|

> 454.| 0.|3.|6.| -691409.!-.081| .162| -843006.|-.35 |1.709|3.| .17 |1.219|SI|

454.| 0.|3.|6.| 387347.|-.043| .056| 1347394.!-.35 | .978|3.| .264!3.479|SI|

675.|221.|3.|7.| -4570.|-.001| .001|-1180070.!-.35 |1.035|3.| .253|258.2!SI|

675.|221.|3.|7.| 600907.|-.078| .168| 707088.|-.35 |1.79 |3.| .164!1.177|SI|

708.|254.|3.|7.| 601303.!-.078| .169! 707088.|-.35 |1.79 |3.| .164|1.176!SI|

742.|288.|3.|4.| 571195.|-.088! .161| 704325.|-.35 |1.584|3.| .181|1.233|SI|

929.|475.|3.|6.| -683517.|-.08 | .16 | -843006.|-.35 |1.709|3.| .17 |1.233|SI|

929.|475.|3.|6.| 238243.|-.026| .034| 1347394.|-.35 | .978|3.| .264|5.656|SI|

> 929.| 0.|3.|6.| -694716.!-.082| .163| -843006.|-.35 |1.709|3.| .17 |1.213|SI|

929.| 0.|3.|6.| 387758.|-.043| .056| 1347394.!-.35 | .978|3.| .264!3.475|SI|

1150.|221.|3.|7.| -4560.|-.001| .001|-1180070.!-.35 |1.035|3.| .253|258.8!SI|

1150.|221.|3.|7.| 601015.|-.078| .169| 707088.|-.35 |1.79 |3.| .164!1.176|SI|

1183.|254.|3.|7.| 601779.!-.078| .169! 707088.|-.35 |1.79 |3.| .164|1.175!SI|

1217.|288.|3.|4.| 572039.|-.088! .161| 704325.|-.35 |1.584|3.| .181|1.231|SI|

1404.|475.|3.|6.| -678376.|-.079| .159| -843006.|-.35 |1.709|3.| .17 |1.243|SI|

1404.|475.|3.|6.| 236631.|-.026| .034| 1347394.|-.35 | .978|3.| .264|5.694|SI|

>1404.| 0.|3.|6.| -655096.!-.077| .153| -843006.|-.35 |1.709|3.| .17 |1.287|SI|

1404.| 0.|3.|6.| 447438.|-.05 | .064| 1347394.!-.35 | .978|3.| .264!3.011|SI|

1616.|212.|3.|8.| -5787.|-.001| .001|-1043327.!-.35 |1.192|3.| .227|180.3!SI|

1647.|243.|3.|8.| 620437.!-.084| .174! 706666.|-.35 |1.755|3.| .166|1.139!SI|

1679.|275.|3.|2.| -44222.|-.007| .019| -475057.|-.35 |1.964|3.| .151!10.74|SI|

1679.|275.|3.|2.| 595961.|-.097! .168| 702724.|-.35 |1.488|3.| .19 |1.179|SI|

1858.|454.|3.|1.| -591946.|-.084| .145| -805052.|-.35 |1.493|3.| .19 |1.36 |SI|

1858.|454.|3.|1.| 272045.|-.038| .076| 705623.|-.35 |1.674|3.| .173|2.594|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -758.| 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|

0.| 0.|3.| 11568.! 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|

454.|454.|3.| -8625.! 7602.! 29949.! 30483.! 1.01| 5. |2.05|SI|

454.|454.|3.| 5171.| 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|

> 454.| 0.|3.| -707.| 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|

454.| 0.|3.| 11829.! 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|

929.|475.|3.| -8893.! 7602.! 29949.! 30483.! 1.01| 5. |2.05|SI|

929.|475.|3.| 5010.| 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|

> 929.| 0.|3.| -702.| 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|

929.| 0.|3.| 11836.! 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|

1404.|475.|3.| -8872.! 7602.! 29949.! 30483.! 1.01| 5. |2.05|SI|

1404.|475.|3.| 5008.| 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|

>1404.| 0.|3.| -752.| 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|

1404.| 0.|3.| 10443.! 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|

1858.|454.|3.| -8333.! 7602.! 29949.! 30483.! 1.01| 5. |2.05|SI|

1858.|454.|3.| 3834.| 7602.| 29949.| 30483.| 1.01| 5. |2.05|SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -385490.| -72.4|1969.7|10.65| 5.51| .0762| 15.04| .115|SI|

0.| 0.|3.|1.| 341033.| -65.5|1997.5| 9.24| 5.69| .0747| 16.18| .121|SI|

179.|179.|3.|2.| 398303.| -83.5!2337.2| 9.24| 5.56| .0913| 15.98| .146|SI|

211.|211.|3.|3.| 422126.! -76.5|2470.9! 9.24| 5.78| .097 | 16.31| .158!SI|

454.|454.|3.|6.| -429354.! -68.2|2097.7|11.12| 5.71| .0824| 15.13| .125|SI|

454.|454.|3.|6.| 208576.| -31.9| 628. |18.47| 4.97| .0192| 11.47| .022|SI|

> 454.| 0.|3.|6.| -459656.! -73. |2245.7|11.12| 5.71| .0894| 15.13| .135|SI|

454.| 0.|3.|6.| 316532.| -48.5| 953. |18.47| 4.97| .0347| 11.47| .04 |SI|

708.|254.|3.|7.| 407252.! -71.6|2383.5! 9.24| 5.83| .0927| 16.38| .152!SI|

742.|288.|3.|4.| 378808.| -76.3!2220.6| 9.24| 5.62| .0856| 16.07| .138|SI|

929.|475.|3.|6.| -452725.| -71.9|2211.9|11.12| 5.71| .0878| 15.13| .133|SI|

929.|475.|3.|6.| 168338.| -25.8| 506.9|18.47| 4.97| .0145| 11.47| .017|SI|

> 929.| 0.|3.|6.| -462790.! -73.5|2261. |11.12| 5.71| .0902| 15.13| .136|SI|

929.| 0.|3.|6.| 316581.| -48.5| 953.2|18.47| 4.97| .0347| 11.47| .04 |SI|

1183.|254.|3.|7.| 407588.! -71.6|2385.5! 9.24| 5.83| .0928| 16.38| .152!SI|

1217.|288.|3.|4.| 379511.| -76.4!2224.8| 9.24| 5.62| .0858| 16.07| .138|SI|

1404.|475.|3.|6.| -449170.| -71.3|2194.5|11.12| 5.71| .087 | 15.13| .132|SI|

1404.|475.|3.|6.| 167137.| -25.6| 503.2|18.47| 4.97| .0144| 11.47| .016|SI|

>1404.| 0.|3.|6.| -434698.! -69. |2123.8|11.12| 5.71| .0836| 15.13| .127|SI|

1404.| 0.|3.|6.| 358011.| -54.8|1077.9|18.47| 4.97| .0406| 11.47| .047|SI|

1647.|243.|3.|8.| 420199.! -76.2|2459.7! 9.24| 5.78| .0965| 16.31| .157!SI|

1679.|275.|3.|2.| 396581.| -83.1!2327.1| 9.24| 5.56| .0908| 15.98| .145|SI|

1858.|454.|3.|1.| -386497.| -72.5|1974.9|10.65| 5.51| .0764| 15.04| .115|SI|

1858.|454.|3.|1.| 191405.| -36.7|1121.1| 9.24| 5.69| .033 | 16.18| .053|SI|



0.| 0.|3.|1.| 341131.| -65.5|1998. | 9.24| 5.69| .0748| 16.18| .121|SI|

179.|179.|3.|2.| 398113.| -83.4!2336.1| 9.24| 5.56| .0913| 15.98| .146|SI|

211.|211.|3.|3.| 421934.! -76.5|2469.8! 9.24| 5.78| .097 | 16.31| .158!SI|

454.|454.|3.|6.| -429686.! -68.2|2099.3|11.12| 5.71| .0825| 15.13| .125|SI|

454.|454.|3.|6.| 208696.| -32. | 628.4|18.47| 4.97| .0192| 11.47| .022|SI|

> 454.| 0.|3.|6.| -456602.! -72.5|2230.8|11.12| 5.71| .0887| 15.13| .134|SI|

454.| 0.|3.|6.| 315653.| -48.3| 950.4|18.47| 4.97| .0345| 11.47| .04 |SI|

708.|254.|3.|7.| 407140.! -71.6|2382.8! 9.24| 5.83| .0927| 16.38| .152!SI|

742.|288.|3.|4.| 378370.| -76.2!2218.1| 9.24| 5.62| .0855| 16.07| .137|SI|

929.|475.|3.|6.| -455637.| -72.4|2226.1|11.12| 5.71| .0885| 15.13| .134|SI|




929.|475.|3.|6.| 169178.| -25.9| 509.4|18.47| 4.97| .0146| 11.47| .017|SI|

> 929.| 0.|3.|6.| -458613.! -72.8|2240.6|11.12| 5.71| .0892| 15.13| .135|SI|

929.| 0.|3.|6.| 315377.| -48.3| 949.6|18.47| 4.97| .0345| 11.47| .04 |SI|

1183.|254.|3.|7.| 407353.! -71.6|2384.1! 9.24| 5.83| .0928| 16.38| .152!SI|

1217.|288.|3.|4.| 378817.| -76.3!2220.7| 9.24| 5.62| .0856| 16.07| .138|SI|

1404.|475.|3.|6.| -453365.| -72. |2215. |11.12| 5.71| .088 | 15.13| .133|SI|

1404.|475.|3.|6.| 168346.| -25.8| 506.9|18.47| 4.97| .0145| 11.47| .017|SI|

>1404.| 0.|3.|6.| -430523.! -68.4|2103.4|11.12| 5.71| .0827| 15.13| .125|SI|

1404.| 0.|3.|6.| 356430.| -54.6|1073.2|18.47| 4.97| .0404| 11.47| .046|SI|

1647.|243.|3.|8.| 420764.! -76.3|2463. ! 9.24| 5.78| .0967| 16.31| .158!SI|

1679.|275.|3.|2.| 396855.| -83.2!2328.8| 9.24| 5.56| .0909| 15.98| .145|SI|

1858.|454.|3.|1.| -388445.| -72.9|1984.8|10.65| 5.51| .0769| 15.04| .116|SI|

1858.|454.|3.|1.| 192181.| -36.9|1125.6| 9.24| 5.69| .0332| 16.18| .054|SI|



0.| 0.|3.|1.| 341154.| -65.5|1998.2| 9.24| 5.69| .0748| 16.18| .121|SI|

179.|179.|3.|2.| 398066.| -83.4!2335.9| 9.24| 5.56| .0913| 15.98| .146|SI|

211.|211.|3.|3.| 421886.! -76.5|2469.5! 9.24| 5.78| .097 | 16.31| .158!SI|

454.|454.|3.|6.| -429770.! -68.3|2099.7|11.12| 5.71| .0825| 15.13| .125|SI|

454.|454.|3.|6.| 208726.| -32. | 628.5|18.47| 4.97| .0192| 11.47| .022|SI|

> 454.| 0.|3.|6.| -455845.| -72.4|2227.1|11.12| 5.71| .0885| 15.13| .134|SI|

454.| 0.|3.|6.| 315435.| -48.3| 949.7|18.47| 4.97| .0345| 11.47| .04 |SI|

641.|187.|3.|4.| 378346.| -76.2!2217.9| 9.24| 5.62| .0855| 16.07| .137|SI|

675.|221.|3.|7.| 407141.! -71.6|2382.8! 9.24| 5.83| .0927| 16.38| .152!SI|

929.|475.|3.|6.| -456359.! -72.5|2229.6|11.12| 5.71| .0887| 15.13| .134|SI|

929.|475.|3.|6.| 169387.| -25.9| 510. |18.47| 4.97| .0146| 11.47| .017|SI|

> 929.| 0.|3.|6.| -457568.! -72.7|2235.5|11.12| 5.71| .089 | 15.13| .135|SI|

929.| 0.|3.|6.| 315076.| -48.2| 948.7|18.47| 4.97| .0344| 11.47| .04 |SI|

1183.|254.|3.|7.| 407294.! -71.6|2383.7! 9.24| 5.83| .0927| 16.38| .152!SI|

1217.|288.|3.|4.| 378643.| -76.3!2219.7| 9.24| 5.62| .0855| 16.07| .138|SI|

1404.|475.|3.|6.| -454414.| -72.2|2220.1|11.12| 5.71| .0882| 15.13| .133|SI|

1404.|475.|3.|6.| 168648.| -25.8| 507.8|18.47| 4.97| .0145| 11.47| .017|SI|

>1404.| 0.|3.|6.| -429482.! -68.2|2098.3|11.12| 5.71| .0824| 15.13| .125|SI|

1404.| 0.|3.|6.| 356036.| -54.5|1072. |18.47| 4.97| .0403| 11.47| .046|SI|

1647.|243.|3.|8.| 420905.! -76.3|2463.8! 9.24| 5.78| .0967| 16.31| .158!SI|

1679.|275.|3.|2.| 396924.| -83.2!2329.2| 9.24| 5.56| .0909| 15.98| .145|SI|

1858.|454.|3.|1.| -388929.| -73. |1987.3|10.65| 5.51| .077 | 15.04| .116|SI|

1858.|454.|3.|1.| 192374.| -36.9|1126.8| 9.24| 5.69| .0333| 16.18| .054|SI|



1|19.89|1.454|10.65| .779|3d14 +3d16 | 9.24| .675|6d14 |

2|15.27|1.116| 6.03| .441|3d16 | 9.24| .675|6d14 |

3|23.31|1.704|14.07|1.029|3d16 +4d16 | 9.24| .675|6d14 |

4|17.28|1.263| 8.04| .588|4d16 | 9.24| .675|6d14 |

5|20.36|1.488|11.12| .813|2d14 +4d16 | 9.24| .675|6d14 |

6|29.59|2.163|11.12| .813|2d14 +4d16 |18.47|1.35 |6d14 +6d14 |

7|25.32|1.851|16.08|1.176|4d16 +4d16 | 9.24| .675|6d14 |

8|23.31|1.704|14.07|1.029|4d16 +3d16 | 9.24| .675|6d14 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE

3) Sezione a L (4): largh.=75.; alt.=24.; sp.ala=10.; sp.an.=60.; Acls=1590. .


DESCRIZIONE CAMPATE


1| A641| 3| 3| 3| 0| 210.| 180.| 8.75 |1.3|1. | 19.724|

2| A642| 5| 5| 5| 0| 570.| 540.| 23.75 |1.5|1.125| 22.62 | 24

3| A643| 5| 5| 5| 0| 490.| 460.| 20.417|1.5|1.215| 24.651|

4| A644| 5| 5| 5| 0| 490.| 460.| 20.417|1.5|1.218| 24.701|

5| A645| 5| 5| 5| 0| 490.| 460.| 20.417|1.5|1.215| 24.647|

6| A646| 5| 5| 5| 0| 570.| 540.| 23.75 |1.5|1.125| 22.631| 24

7| A647| 3| 3| 3| 0| 210.| 180.| 8.75 |1.3|1. | 20.007|


SLU |












SLU |

Nome Descrizione |




4.|permanenti |


6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -577666.|-.066| .115| -994590.|-.35 |1.456|3.| .194|1.722|SI|

9.| 9.|3.|1.| 642199.|-.087| .18 | 708571.|-.35 |1.759|3.| .166!1.103|SI|

145.|145.|3.|3.| 158507.|-.015| .019| 1592183.!-.35 | .905|3.| .279!10.05!SI|

210.|210.|3.|3.| -855843.!-.082| .169|-1000903.!-.35 |1.75 |3.| .167|1.169|SI|

210.|210.|3.|3.| 277583.|-.027| .034| 1592183.|-.35 | .905|3.| .279|5.736|SI|

210.| 0.|5.|4.| 403472.|-.057| .05 | 1498560.|-.35 | .327|3.| .517|3.714|SI|

380.|170.|5.|6.| -10419.|-.002| .003| -610726.|-.35 |1.709|3.| .17 !58.61|SI|

413.|203.|5.|6.| -2616.|0. | .001| -610726.|-.35 |1.709|3.| .17 |233.5!SI|

479.|269.|5.|7.| -10150.|-.001| .002|-1175534.!-.35 |1.081|3.| .245|115.8|SI|

479.|269.|5.|7.| 830146.!-.128| .173| 933787.|-.35 |1.333|3.| .208|1.125|SI|

741.|531.|5.|9.| 287914.|-.04 | .034| 1539833.!-.35 | .264|3.| .57 !5.348|SI|

780.|570.|5.|9.| 289535.|-.04 | .034| 1539833.|-.35 | .264|3.| .57 |5.318|SI|

> 780.| 0.|5.|9.| -794707.!-.09 | .159| -978268.|-.35 |1.6 |3.| .179|1.231|SI|

780.| 0.|5.|9.| 421397.|-.059| .05 | 1539833.!-.35 | .264|3.| .57 !3.654|SI|

956.|176.|5.|11| -16205.|-.003| .005| -609843.|-.35 |1.635|3.| .176!37.63|SI|

991.|211.|5.|11| -3976.|-.001| .001| -609843.|-.35 |1.635|3.| .176|153.4!SI|

1025.|245.|5.|12| -7928.|-.001| .001|-1167499.!-.35 | .931|3.| .273|147.3|SI|

1025.|245.|5.|12| 620031.!-.1 | .161! 753602.|-.35 |1.514|3.| .188|1.215!SI|

1059.|279.|5.|11| 590270.|-.126! .155| 744639.|-.35 |1.093|3.| .242|1.262|SI|

1270.|490.|5.|13| -753954.|-.089| .151| -977167.|-.35 |1.547|3.| .185|1.296|SI|

1270.|490.|5.|13| 223724.|-.032| .03 | 1421228.|-.35 | .469|3.| .427|6.353|SI|

>1270.| 0.|5.|13| -763739.|-.091| .153| -977167.|-.35 |1.547|3.| .185|1.279|SI|

1270.| 0.|5.|13| 404051.|-.058| .054| 1421228.!-.35 | .469|3.| .427!3.517|SI|

1412.|142.|5.|11| -49300.|-.008| .016| -609843.|-.35 |1.635|3.| .176!12.37|SI|

1481.|211.|5.|11| -3228.|-.001| .001| -609843.|-.35 |1.635|3.| .176|188.9!SI|

1481.|211.|5.|11| 587505.|-.126! .154| 744639.|-.35 |1.093|3.| .242|1.267|SI|

1515.|245.|5.|12| -7660.|-.001| .001|-1167499.!-.35 | .931|3.| .273|152.4|SI|

1515.|245.|5.|12| 618764.!-.099| .16 ! 753602.|-.35 |1.514|3.| .188|1.218!SI|

1760.|490.|5.|13| -766869.!-.091| .153| -977167.|-.35 |1.547|3.| .185|1.274|SI|

1760.|490.|5.|13| 218762.|-.031| .029| 1421228.|-.35 | .469|3.| .427|6.497|SI|

>1760.| 0.|5.|13| -751248.|-.089| .15 | -977167.|-.35 |1.547|3.| .185|1.301|SI|

1760.| 0.|5.|13| 408518.|-.059| .054| 1421228.|-.35 | .469|3.| .427|3.479|SI|

1902.|142.|5.|11| -47723.|-.008| .015| -609843.|-.35 |1.635|3.| .176!12.78|SI|

1971.|211.|5.|11| -3302.|-.001| .001| -609843.|-.35 |1.635|3.| .176|184.7!SI|

1971.|211.|5.|11| 590574.|-.127! .155| 744639.|-.35 |1.093|3.| .242|1.261|SI|

2005.|245.|5.|12| -8129.|-.001| .001|-1167499.!-.35 | .931|3.| .273|143.6|SI|

2005.|245.|5.|12| 620120.!-.1 | .161! 753602.|-.35 |1.514|3.| .188|1.215!SI|

2211.|451.|5.|14| 240701.|-.033| .028| 1539833.!-.35 | .264|3.| .57 !6.397|SI|

2250.|490.|5.|14| -797197.!-.09 | .159| -978268.|-.35 |1.6 |3.| .179|1.227|SI|

2250.|490.|5.|14| 236001.|-.032| .028| 1539833.|-.35 | .264|3.| .57 |6.525|SI|

2250.| 0.|5.|14| 432981.|-.061| .051| 1539833.!-.35 | .264|3.| .57 !3.556|SI|

2420.|170.|5.|6.| -12544.|-.002| .004| -610726.|-.35 |1.709|3.| .17 !48.69|SI|

2519.|269.|5.|7.| -2833.|0. |0. |-1175534.!-.35 |1.081|3.| .245|414.9!SI|

2551.|301.|5.|7.| 829753.!-.128| .173| 933787.|-.35 |1.333|3.| .208|1.125|SI|

2820.|570.|5.|15| 276606.|-.039| .037| 1424425.|-.35 | .463|3.| .431|5.15 |SI|

>2820.| 0.|3.|16| -845918.!-.082| .167|-1000525.!-.35 |1.729|3.| .168|1.183|SI|

2820.| 0.|3.|16| 554159.|-.057| .072| 1489120.!-.35 | .991|3.| .261!2.687|SI|

2912.| 92.|3.|17| 120190.|-.016| .04 | 597773.|-.35 |1.882|3.| .157!4.974|SI|

2938.|118.|3.|17| -126098.|-.014| .025| -992702.|-.35 |1.388|3.| .201|7.872!SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -5507.| 6112.| 31055.| 31227.| 1.01| 5. |2.1 |SI|

0.| 0.|3.| 16245.! 6112.| 31055.| 31227.| 1.01| 5. |2.1 |SI|

210.|210.|3.|-10168.! 7866.! 31055.! 31227.! 1.01| 5. |2.1 |SI|

210.|210.|3.| 15066.| 7866.| 31055.| 31227.| 1.01| 5. |2.1 |SI|

> 210.| 0.|5.| -510.| 5322.! 18212.| 18587.| 1.01| 5. |1.25|SI|

210.| 0.|5.| 12478.! 5322.| 18212.| 18587.| 1.01| 5. |1.25|SI|

780.|570.|5.|-11208.! 5266.| 18212.! 18587.! 1.01| 5. |1.25|SI|

780.|570.|5.| 4672.| 5266.| 18212.| 18587.| 1.01| 5. |1.25|SI|

> 780.| 0.|5.| -812.| 4888.| 18212.| 18587.| 1.01| 5. |1.25|SI|

780.| 0.|5.| 12130.! 4888.| 18212.| 18587.| 1.01| 5. |1.25|SI|

1270.|490.|5.| -9386.! 4888.! 18212.! 18587.! 1.01| 5. |1.25|SI|

1270.|490.|5.| 5330.| 4888.| 18212.| 18587.| 1.01| 5. |1.25|SI|

>1270.| 0.|5.| -811.| 4888.| 18212.| 18587.| 1.01| 5. |1.25|SI|

1270.| 0.|5.| 12067.! 4888.| 18212.| 18587.| 1.01| 5. |1.25|SI|

1760.|490.|5.| -9481.! 4888.! 18212.! 18587.! 1.01| 5. |1.25|SI|

1760.|490.|5.| 5326.| 4888.| 18212.| 18587.| 1.01| 5. |1.25|SI|

>1760.| 0.|5.| -812.| 4888.| 18212.| 18587.| 1.01| 5. |1.25|SI|

1760.| 0.|5.| 12249.! 4888.| 18212.| 18587.| 1.01| 5. |1.25|SI|

2250.|490.|5.| -9574.! 4888.! 18212.! 18587.! 1.01| 5. |1.25|SI|

2250.|490.|5.| 5568.| 4888.| 18212.| 18587.| 1.01| 5. |1.25|SI|

>2250.| 0.|5.| -509.| 5266.| 18212.| 18587.| 1.01| 5. |1.25|SI|




2250.| 0.|5.| 12435.! 5266.| 18212.| 18587.| 1.01| 5. |1.25|SI|

2820.|570.|5.|-11045.! 5322.! 18212.! 18587.! 1.01| 5. |1.25|SI|

2820.|570.|5.| 4503.| 5322.| 18212.| 18587.| 1.01| 5. |1.25|SI|

>2820.| 0.|3.| -5329.| 7402.! 31055.| 31227.| 1.01| 5. |2.1 |SI|

2820.| 0.|3.| 14774.! 7402.| 31055.| 31227.| 1.01| 5. |2.1 |SI|

3030.|210.|3.| -8761.! 6112.| 31055.! 31227.! 1.01| 5. |2.1 |SI|

3030.|210.|3.| 10418.| 6112.| 31055.| 31227.| 1.01| 5. |2.1 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| 9.| 9.|3.|1.| -73997.| -11.3| 306.2|13.13| 5.51| .0087| 14.3 | .013|SI|

9.| 9.|3.|1.| 540762.| -97.4|3160.8| 9.24| 5.79| .1244| 19.01| .236!SI|

210.|210.|3.|3.| -523921.! -67.5|2161.5|13.13| 5.77| .0868| 14.63| .127|SI|

210.|210.|3.|3.| 35744.| -4.9| 90.9|21.96| 4.87| .0026| 11.68| .003|SI|

> 210.| 0.|5.|4.| -668021.|-105.1|2791.8|13.13| 5.47| .124 | 10.46| .13 |SI|

210.| 0.|5.|4.| 316223.| -61.8| 817.6|21.96| 4.28| .0316| 9.43| .03 |SI|

446.|236.|5.|6.| 527944.|-137.1!2328.5|12.72| 4.72| .0999| 12.02| .12 |SI|

479.|269.|5.|7.| 558928.!-114.9|2434.5|12.72| 5.1 | .1043| 12.41| .129|SI|

780.|570.|5.|9.| -700145.!-108.5|2925.2!13.13| 5.5 | .1303| 10.47| .136!SI|

780.|570.|5.|9.| 198271.| -38.4| 492.4|22.9 | 4.23| .0163| 9.57| .016|SI|

> 780.| 0.|5.|9.| -530249.! -82.2|2215.4|13.13| 5.5 | .0965| 10.47| .101|SI|

780.| 0.|5.|9.| 348822.| -67.6| 866.3|22.9 | 4.23| .0341| 9.57| .033|SI|

1025.|245.|5.|12| 417479.! -91.5|2258.9!10.18| 5.35| .0933| 14.06| .131!SI|

1059.|279.|5.|11| 389829.|-107.3!2128.8|10.18| 4.99| .0879| 13.58| .119|SI|

1270.|490.|5.|13| -501966.| -81.1|2099.1|13.13| 5.43| .0911| 10.43| .095|SI|

1270.|490.|5.|13| 154837.| -30.7| 430.5|20.36| 4.38| .0127| 9.97| .013|SI|

>1270.| 0.|5.|13| -508641.| -82.2|2127. |13.13| 5.43| .0924| 10.43| .096|SI|

1270.| 0.|5.|13| 336948.| -66.9| 936.7|20.36| 4.38| .0368| 9.97| .037|SI|

1481.|211.|5.|11| 387585.|-106.7!2116.5|10.18| 4.99| .0873| 13.58| .119|SI|

1515.|245.|5.|12| 416625.! -91.3|2254.3!10.18| 5.35| .0931| 14.06| .131!SI|

1760.|490.|5.|13| -510899.! -82.6|2136.5|13.13| 5.43| .0928| 10.43| .097|SI|

1760.|490.|5.|13| 151382.| -30.1| 420.9|20.36| 4.38| .0123| 9.97| .012|SI|

>1760.| 0.|5.|13| -500010.| -80.8|2090.9|13.13| 5.43| .0907| 10.43| .095|SI|

1760.| 0.|5.|13| 339881.| -67.5| 944.9|20.36| 4.38| .0372| 9.97| .037|SI|

1971.|211.|5.|11| 390092.|-107.4!2130.2|10.18| 4.99| .0879| 13.58| .119|SI|

2005.|245.|5.|12| 417541.! -91.5|2259.3!10.18| 5.35| .0933| 14.06| .131!SI|

2250.|490.|5.|14| -532036.! -82.5|2222.8|13.13| 5.5 | .0969| 10.47| .101|SI|

2250.|490.|5.|14| 163194.| -31.6| 405.3|22.9 | 4.23| .0122| 9.57| .012|SI|

>2250.| 0.|5.|14| -698696.!-108.3|2919.1!13.13| 5.5 | .13 | 10.47| .136!SI|

2250.| 0.|5.|14| 341887.| -66.2| 849.1|22.9 | 4.23| .0333| 9.57| .032|SI|

2551.|301.|5.|7.| 558655.!-114.9|2433.3|12.72| 5.1 | .1042| 12.41| .129|SI|

2584.|334.|5.|6.| 527519.|-137. !2326.6|12.72| 4.72| .0998| 12.02| .12 |SI|

2820.|570.|5.|15| -669997.|-108.2|2801.7|13.13| 5.43| .1245| 10.43| .13 |SI|

2820.|570.|5.|15| 189129.| -37.5| 524.2|20.42| 4.38| .0172| 9.69| .017|SI|

>2820.| 0.|3.|16| -277529.| -36.4|1145.1|13.13| 5.74| .0385| 14.6 | .056|SI|

2820.| 0.|3.|16| 554159.! -77.6|1510.3|20.42| 4.95| .0598| 12.17| .073|SI|

3030.|210.|3.|17| -524980.! -81.8!2174.3!13.13| 5.48| .0881| 14.25| .126!SI|

3030.|210.|3.|17| 36503.| -7. | 254.6| 7.7 | 5.95| .0073| 23.2 | .017|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| 0.| 0.|3.|2.| 592806.!-4633.!48328.! *** | *** | ***** | **** | **** |SI|

9.| 9.|3.|1.| -73997.| -11.3| 306.2|13.13| 5.51| .0087| 14.3 | .013|SI|

9.| 9.|3.|1.| 540762.| -97.4|3160.8| 9.24| 5.79| .1244| 19.01| .236!SI|

210.|210.|3.|3.| -523921.! -67.5|2161.5|13.13| 5.77| .0868| 14.63| .127|SI|

210.|210.|3.|3.| 35744.| -4.9| 90.9|21.96| 4.87| .0026| 11.68| .003|SI|

> 210.| 0.|5.|4.| -666889.|-105. |2787.1|13.13| 5.47| .1238| 10.46| .129|SI|

210.| 0.|5.|4.| 315930.| -61.7| 816.8|21.96| 4.28| .0316| 9.43| .03 |SI|

446.|236.|5.|6.| 527889.|-137. !2328.3|12.72| 4.72| .0998| 12.02| .12 |SI|

479.|269.|5.|7.| 558743.!-114.9|2433.7|12.72| 5.1 | .1042| 12.41| .129|SI|

780.|570.|5.|9.| -701945.!-108.8|2932.7!13.13| 5.5 | .1307| 10.47| .137!SI|

780.|570.|5.|9.| 198731.| -38.5| 493.5|22.9 | 4.23| .0164| 9.57| .016|SI|

> 780.| 0.|5.|9.| -529496.! -82.1|2212.2|13.13| 5.5 | .0964| 10.47| .101|SI|

780.| 0.|5.|9.| 348623.| -67.5| 865.8|22.9 | 4.23| .0341| 9.57| .033|SI|

1025.|245.|5.|12| 417704.! -91.6|2260.2!10.18| 5.35| .0934| 14.06| .131!SI|

1059.|279.|5.|11| 390006.|-107.4!2129.7|10.18| 4.99| .0879| 13.58| .119|SI|

1270.|490.|5.|13| -502110.| -81.2|2099.7|13.13| 5.43| .0911| 10.43| .095|SI|

1270.|490.|5.|13| 154878.| -30.7| 430.6|20.36| 4.38| .0127| 9.97| .013|SI|

>1270.| 0.|5.|13| -509164.| -82.3|2129.2|13.13| 5.43| .0925| 10.43| .096|SI|

1270.| 0.|5.|13| 337082.| -66.9| 937.1|20.36| 4.38| .0369| 9.97| .037|SI|

1481.|211.|5.|11| 387425.|-106.7!2115.6|10.18| 4.99| .0872| 13.58| .118|SI|

1515.|245.|5.|12| 416504.! -91.3|2253.7!10.18| 5.35| .093 | 14.06| .131!SI|

1760.|490.|5.|13| -510697.! -82.5|2135.6|13.13| 5.43| .0928| 10.43| .097|SI|

1760.|490.|5.|13| 151328.| -30. | 420.7|20.36| 4.38| .0123| 9.97| .012|SI|

>1760.| 0.|5.|13| -500966.| -81. |2094.9|13.13| 5.43| .0909| 10.43| .095|SI|

1760.| 0.|5.|13| 340141.| -67.5| 945.6|20.36| 4.38| .0373| 9.97| .037|SI|

1971.|211.|5.|11| 390202.|-107.4!2130.8|10.18| 4.99| .088 | 13.58| .119|SI|

2005.|245.|5.|12| 417789.! -91.6|2260.6!10.18| 5.35| .0934| 14.06| .131!SI|

2250.|490.|5.|14| -530410.! -82.2|2216. |13.13| 5.5 | .0966| 10.47| .101|SI|

2250.|490.|5.|14| 162761.| -31.5| 404.2|22.9 | 4.23| .0121| 9.57| .012|SI|

>2250.| 0.|5.|14| -701053.!-108.7|2929. !13.13| 5.5 | .1305| 10.47| .137!SI|

2250.| 0.|5.|14| 342489.| -66.3| 850.5|22.9 | 4.23| .0334| 9.57| .032|SI|

2551.|301.|5.|7.| 558392.!-114.8|2432.2|12.72| 5.1 | .1042| 12.41| .129|SI|

2584.|334.|5.|6.| 527423.|-136.9!2326.2|12.72| 4.72| .0997| 12.02| .12 |SI|

2820.|570.|5.|15| -668566.|-107.9|2795.7|13.13| 5.43| .1242| 10.43| .13 |SI|

2820.|570.|5.|15| 188759.| -37.4| 523.2|20.42| 4.38| .0172| 9.69| .017|SI|

>2820.| 0.|3.|16| -290511.| -38.1|1198.7|13.13| 5.74| .041 | 14.6 | .06 |SI|

2820.| 0.|3.|16| 554159.! -77.6|1510.3|20.42| 4.95| .0598| 12.17| .073|SI|

3030.|210.|3.|17| -524980.! -81.8!2174.3!13.13| 5.48| .0881| 14.25| .126!SI|

3030.|210.|3.|17| 36503.| -7. | 254.6| 7.7 | 5.95| .0073| 23.2 | .017|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve|

9.| 9.|3.|1.| -73997.| -11.3| 306.2|13.13| 5.51| .0087| 14.3 | .013|SI|

9.| 9.|3.|1.| 540762.| -97.4|3160.8| 9.24| 5.79| .1244| 19.01| .236!SI|

210.|210.|3.|3.| -523921.! -67.5|2161.5|13.13| 5.77| .0868| 14.63| .127|SI|

210.|210.|3.|3.| 35744.| -4.9| 90.9|21.96| 4.87| .0026| 11.68| .003|SI|

> 210.| 0.|5.|4.| -666601.|-104.9|2785.9|13.13| 5.47| .1237| 10.46| .129|SI|

210.| 0.|5.|4.| 315856.| -61.7| 816.6|21.96| 4.28| .0315| 9.43| .03 |SI|

780.|570.|5.|9.| -702401.!-108.9|2934.6!13.13| 5.5 | .1308| 10.47| .137!SI|

780.|570.|5.|9.| 198847.| -38.5| 493.8|22.9 | 4.23| .0164| 9.57| .016|SI|

> 780.| 0.|5.|9.| -529309.! -82. |2211.4|13.13| 5.5 | .0963| 10.47| .101|SI|




780.| 0.|5.|9.| 348573.| -67.5| 865.7|22.9 | 4.23| .0341| 9.57| .033|SI|

1025.|245.|5.|12| 417760.! -91.6|2260.5!10.18| 5.35| .0934| 14.06| .131!SI|

1059.|279.|5.|11| 390051.|-107.4!2130. |10.18| 4.99| .0879| 13.58| .119|SI|

1270.|490.|5.|13| -502145.| -81.2|2099.8|13.13| 5.43| .0911| 10.43| .095|SI|

1270.|490.|5.|13| 154888.| -30.7| 430.6|20.36| 4.38| .0127| 9.97| .013|SI|

>1270.| 0.|5.|13| -509298.| -82.3|2129.8|13.13| 5.43| .0925| 10.43| .097|SI|

1270.| 0.|5.|13| 337116.| -66.9| 937.2|20.36| 4.38| .0369| 9.97| .037|SI|

1481.|211.|5.|11| 387385.|-106.7!2115.4|10.18| 4.99| .0872| 13.58| .118|SI|

1515.|245.|5.|12| 416474.! -91.3|2253.5!10.18| 5.35| .093 | 14.06| .131!SI|

1760.|490.|5.|13| -510643.! -82.5|2135.4|13.13| 5.43| .0928| 10.43| .097|SI|

1760.|490.|5.|13| 151314.| -30. | 420.7|20.36| 4.38| .0123| 9.97| .012|SI|

>1760.| 0.|5.|13| -501210.| -81. |2095.9|13.13| 5.43| .0909| 10.43| .095|SI|

1760.| 0.|5.|13| 340207.| -67.5| 945.8|20.36| 4.38| .0373| 9.97| .037|SI|

1971.|211.|5.|11| 390229.|-107.5!2130.9|10.18| 4.99| .088 | 13.58| .119|SI|

2005.|245.|5.|12| 417851.! -91.6|2261. !10.18| 5.35| .0934| 14.06| .131!SI|

2250.|490.|5.|14| -529999.! -82.2|2214.3|13.13| 5.5 | .0965| 10.47| .101|SI|

2250.|490.|5.|14| 162651.| -31.5| 403.9|22.9 | 4.23| .0121| 9.57| .012|SI|

>2250.| 0.|5.|14| -701652.!-108.8|2931.5!13.13| 5.5 | .1306| 10.47| .137!SI|

2250.| 0.|5.|14| 342642.| -66.4| 850.9|22.9 | 4.23| .0334| 9.57| .032|SI|

2820.|570.|5.|15| -668199.|-107.9|2794.2|13.13| 5.43| .1242| 10.43| .13 |SI|

2820.|570.|5.|15| 188664.| -37.4| 523. |20.42| 4.38| .0172| 9.69| .017|SI|

>2820.| 0.|3.|16| -293906.| -38.5|1212.7|13.13| 5.74| .0417| 14.6 | .061|SI|

2820.| 0.|3.|16| 554159.! -77.6|1510.3|20.42| 4.95| .0598| 12.17| .073|SI|

3030.|210.|3.|17| -524980.! -81.8!2174.3!13.13| 5.48| .0881| 14.25| .126!SI|

3030.|210.|3.|17| 36503.| -7. | 254.6| 7.7 | 5.95| .0073| 23.2 | .017|SI|



1|22.37|1.407|13.13| .826|4d16 +2d18 | 9.24| .581|6d14 |

2| 5.09| .32 | 5.09| .32 |2d18 | 0. |0. | |

3|35.09|2.207|13.13| .826|4d16 +2d18 |21.96|1.381|6d14 +5d18 |

4|35.09|4.269|13.13|1.598|4d16 +2d18 |21.96|2.672|6d14 +5d18 |

5|25.86|3.145|13.13|1.598|4d16 +2d18 |12.72|1.548|5d18 |

6|20.77|2.526| 8.04| .978|4d16 |12.72|1.548|5d18 |

7|28.81|3.505|16.08|1.957|4d16 +4d16 |12.72|1.548|5d18 |

8|25.86|3.145|13.13|1.598|2d18 +4d16 |12.72|1.548|5d18 |

9|36.03|4.384|13.13|1.598|2d18 +4d16 |22.9 |2.786|5d18 +4d18 |

10|23.31|2.836|13.13|1.598|2d18 +4d16 |10.18|1.238|4d18 |

11|18.22|2.217| 8.04| .978|4d16 |10.18|1.238|4d18 |

12|26.26|3.195|16.08|1.957|4d16 +4d16 |10.18|1.238|4d18 |

13|33.49|4.074|13.13|1.598|2d18 +4d16 |20.36|2.477|4d18 +4d18 |

14|36.03|4.384|13.13|1.598|2d18 +4d16 |22.9 |2.786|4d18 +5d18 |

15|33.55|4.082|13.13|1.598|4d16 +2d18 |20.42|2.484|5d18 +5d14 |

16|33.55|2.11 |13.13| .826|4d16 +2d18 |20.42|1.284|5d18 +5d14 |

17|20.83|1.31 |13.13| .826|4d16 +2d18 | 7.7 | .484|5d14 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A637| 3| 3| 3| 0| 454.| 395.| 18.917|1.3|1.233| 22.118|

2| A638| 3| 3| 3| 0| 475.| 415.| 19.792|1.5|1.285| 26.598|

3| A639| 3| 3| 3| 0| 475.| 415.| 19.792|1.5|1.284| 26.588|

4| A640| 3| 3| 3| 0| 454.| 395.| 18.917|1.3|1.236| 22.178|


SLU |









SLU |

Nome Descrizione |




4.|permanenti |


6.|Sisma_X |

7.|Sisma_Y |



















FLESSIONE:


> 0.| 0.|3.|1.| -578957.|-.092| .151| -753860.|-.35 |1.456|3.| .194|1.302|SI|

0.| 0.|3.|1.| 374272.|-.071| .099| 739609.|-.35 |1.253|3.| .218|1.976|SI|

148.|148.|3.|2.| -701.|0. |0. | -467057.|-.35 |1.858|3.| .159!666.5|SI|

179.|179.|3.|2.| -457.|0. |0. | -467057.|-.35 |1.858|3.| .159|1021.!SI|

179.|179.|3.|2.| 576758.|-.137! .155| 729629.|-.35 | .918|3.| .276|1.265|SI|

211.|211.|3.|3.| -2528.|0. | .001| -894602.!-.35 |1.272|3.| .216|353.8|SI|

242.|242.|3.|3.| 601845.!-.11 | .159! 741898.|-.35 |1.365|3.| .204|1.233!SI|

400.|400.|3.|5.| 284053.|-.043| .038| 1363731.!-.35 | .316|3.| .526!4.801|SI|

454.|454.|3.|5.| -598264.!-.073| .141| -834912.|-.35 |1.667|3.| .174|1.396|SI|

454.|454.|3.|5.| 266612.|-.04 | .036| 1363731.|-.35 | .316|3.| .526|5.115|SI|

> 454.| 0.|3.|5.| -656186.!-.081| .154! -834912.|-.35 |1.667|3.| .174|1.272!SI|

454.| 0.|3.|5.| 328135.|-.05 | .044| 1363731.!-.35 | .316|3.| .526!4.156|SI|

608.|154.|3.|2.| -1751.|0. | .001| -467057.|-.35 |1.858|3.| .159!266.7|SI|

641.|187.|3.|2.| -886.|0. |0. | -467057.|-.35 |1.858|3.| .159|527.1!SI|

675.|221.|3.|3.| -2554.|0. | .001| -894602.!-.35 |1.272|3.| .216|350.3|SI|

708.|254.|3.|3.| 577469.!-.105| .152| 741898.|-.35 |1.365|3.| .204|1.285|SI|

742.|288.|3.|2.| 548728.|-.129! .147| 729629.|-.35 | .918|3.| .276|1.33 |SI|

929.|475.|3.|5.| -644255.|-.079| .151| -834912.|-.35 |1.667|3.| .174|1.296|SI|

929.|475.|3.|5.| 210255.|-.032| .028| 1363731.|-.35 | .316|3.| .526|6.486|SI|

> 929.| 0.|3.|5.| -658207.!-.081| .155! -834912.|-.35 |1.667|3.| .174|1.268!SI|

929.| 0.|3.|5.| 328609.|-.05 | .044| 1363731.!-.35 | .316|3.| .526!4.15 |SI|

1083.|154.|3.|2.| -1751.|0. | .001| -467057.|-.35 |1.858|3.| .159!266.7|SI|

1116.|187.|3.|2.| -1072.|0. |0. | -467057.|-.35 |1.858|3.| .159|435.6!SI|

1150.|221.|3.|3.| -2518.|0. | .001| -894602.!-.35 |1.272|3.| .216|355.3|SI|

1183.|254.|3.|3.| 577703.!-.105| .152| 741898.|-.35 |1.365|3.| .204|1.284|SI|

1217.|288.|3.|2.| 549179.|-.129! .147| 729629.|-.35 | .918|3.| .276|1.329|SI|

1404.|475.|3.|5.| -641399.|-.079| .151| -834912.|-.35 |1.667|3.| .174|1.302|SI|

1404.|475.|3.|5.| 210811.|-.032| .028| 1363731.|-.35 | .316|3.| .526|6.469|SI|

>1404.| 0.|3.|5.| -605996.!-.074| .142| -834912.|-.35 |1.667|3.| .174|1.378|SI|

1404.| 0.|3.|5.| 387589.|-.06 | .052| 1363731.!-.35 | .316|3.| .526!3.518|SI|

1553.|149.|3.|2.| -6793.|-.001| .003| -467057.|-.35 |1.858|3.| .159!68.75|SI|

1616.|212.|3.|3.| -3572.|0. | .001| -894602.!-.35 |1.272|3.| .216|250.5!SI|

1647.|243.|3.|3.| 600230.!-.11 | .158! 741898.|-.35 |1.365|3.| .204|1.236!SI|

1679.|275.|3.|2.| 575615.|-.137! .154| 729629.|-.35 | .918|3.| .276|1.268|SI|

1858.|454.|3.|1.| -575587.|-.092| .15 | -753860.|-.35 |1.456|3.| .194|1.31 |SI|

1858.|454.|3.|1.| 257904.|-.048| .068| 739609.|-.35 |1.253|3.| .218|2.868|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -525.| 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|

0.| 0.|3.| 10969.! 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|

454.|454.|3.| -8185.! 4868.! 18212.! 18587.! 1.01| 5. |1.25|SI|

454.|454.|3.| 4712.| 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|

> 454.| 0.|3.| -492.| 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|

454.| 0.|3.| 11267.! 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|

929.|475.|3.| -8529.! 4868.! 18212.! 18587.! 1.01| 5. |1.25|SI|

929.|475.|3.| 4672.| 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|

> 929.| 0.|3.| -490.| 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|

929.| 0.|3.| 11475.! 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|

1404.|475.|3.| -8517.! 4868.! 18212.! 18587.! 1.01| 5. |1.25|SI|

1404.|475.|3.| 4881.| 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|

>1404.| 0.|3.| -525.| 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|

1404.| 0.|3.| 10075.! 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|

1858.|454.|3.| -8079.! 4868.! 18212.! 18587.! 1.01| 5. |1.25|SI|

1858.|454.|3.| 3738.| 4868.| 18212.| 18587.| 1.01| 5. |1.25|SI|




0.| 0.|3.|1.| 290919.| -75.4|1602.4|10.05| 5.1 | .0619| 13.69| .085|SI|

179.|179.|3.|2.| 381228.|-113.1!2116.1|10.05| 4.89| .0869| 13.43| .117|SI|

242.|242.|3.|3.| 405322.! -99. |2227. !10.05| 5.2 | .0915| 13.81| .126!SI|

454.|454.|3.|5.| -398775.! -67.3|1958.6|11.12| 5.62| .0831| 11.19| .093|SI|

454.|454.|3.|5.| 180177.| -38.1| 509.3|20.11| 4.3 | .0163| 10.1 | .016|SI|

> 454.| 0.|3.|5.| -440394.! -74.3|2163. !11.12| 5.62| .0929| 11.19| .104|SI|

454.| 0.|3.|5.| 259143.| -54.7| 732.5|20.11| 4.3 | .0269| 10.1 | .027|SI|

708.|254.|3.|3.| 388915.! -95. |2136.9|10.05| 5.2 | .0872| 13.81| .12 !SI|

742.|288.|3.|2.| 361920.|-107.3!2008.9|10.05| 4.89| .0818| 13.43| .11 |SI|

929.|475.|3.|5.| -430797.| -72.7|2115.9|11.12| 5.62| .0906| 11.19| .101|SI|

929.|475.|3.|5.| 142521.| -30.1| 402.8|20.11| 4.3 | .0115| 10.1 | .012|SI|

> 929.| 0.|3.|5.| -442364.! -74.6|2172.7!11.12| 5.62| .0933| 11.19| .104|SI|

929.| 0.|3.|5.| 259415.| -54.8| 733.3|20.11| 4.3 | .027 | 10.1 | .027|SI|

1183.|254.|3.|3.| 389084.! -95. |2137.8|10.05| 5.2 | .0872| 13.81| .12 !SI|

1217.|288.|3.|2.| 362313.|-107.5!2011.1|10.05| 4.89| .0819| 13.43| .11 |SI|

1404.|475.|3.|5.| -428671.| -72.3|2105.4|11.12| 5.62| .0901| 11.19| .101|SI|

1404.|475.|3.|5.| 143298.| -30.3| 405. |20.11| 4.3 | .0116| 10.1 | .012|SI|

>1404.| 0.|3.|5.| -405680.! -68.4|1992.5|11.12| 5.62| .0847| 11.19| .095|SI|

1404.| 0.|3.|5.| 300003.| -63.4| 848. |20.11| 4.3 | .0324| 10.1 | .033|SI|

1647.|243.|3.|3.| 404215.! -98.7|2221. !10.05| 5.2 | .0912| 13.81| .126!SI|

1679.|275.|3.|2.| 380575.|-112.9!2112.5|10.05| 4.89| .0867| 13.43| .116|SI|




1858.|454.|3.|1.| -382144.| -80.5|2078.7|10.05| 5.43| .0884| 11.59| .102|SI|

1858.|454.|3.|1.| 174872.| -45.3| 963.2|10.05| 5.1 | .0315| 13.69| .043|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -384470.| -81. |2091.4|10.05| 5.43| .089 | 11.59| .103|SI|

0.| 0.|3.|1.| 290773.| -75.3|1601.6|10.05| 5.1 | .0619| 13.69| .085|SI|

179.|179.|3.|2.| 381192.|-113.1!2115.9|10.05| 4.89| .0868| 13.43| .117|SI|

211.|211.|3.|3.| 405230.! -99. |2226.5!10.05| 5.2 | .0914| 13.81| .126!SI|

454.|454.|3.|5.| -399487.! -67.4|1962.1|11.12| 5.62| .0833| 11.19| .093|SI|

454.|454.|3.|5.| 180455.| -38.1| 510.1|20.11| 4.3 | .0163| 10.1 | .017|SI|

> 454.| 0.|3.|5.| -438168.! -73.9|2152.1!11.12| 5.62| .0923| 11.19| .103|SI|

454.| 0.|3.|5.| 258502.| -54.6| 730.7|20.11| 4.3 | .0269| 10.1 | .027|SI|

708.|254.|3.|3.| 388808.! -95. |2136.3|10.05| 5.2 | .0871| 13.81| .12 !SI|

742.|288.|3.|2.| 361571.|-107.2!2007. |10.05| 4.89| .0817| 13.43| .11 |SI|

929.|475.|3.|5.| -432985.| -73. |2126.6|11.12| 5.62| .0911| 11.19| .102|SI|

929.|475.|3.|5.| 143152.| -30.2| 404.6|20.11| 4.3 | .0116| 10.1 | .012|SI|

> 929.| 0.|3.|5.| -439126.! -74.1|2156.8!11.12| 5.62| .0926| 11.19| .104|SI|

929.| 0.|3.|5.| 258482.| -54.6| 730.6|20.11| 4.3 | .0268| 10.1 | .027|SI|

1183.|254.|3.|3.| 388891.! -95. |2136.8|10.05| 5.2 | .0872| 13.81| .12 !SI|

1217.|288.|3.|2.| 361764.|-107.3!2008.1|10.05| 4.89| .0817| 13.43| .11 |SI|

1404.|475.|3.|5.| -431949.| -72.9|2121.5|11.12| 5.62| .0909| 11.19| .102|SI|

1404.|475.|3.|5.| 144242.| -30.5| 407.7|20.11| 4.3 | .0116| 10.1 | .012|SI|

>1404.| 0.|3.|5.| -402653.! -67.9|1977.6|11.12| 5.62| .084 | 11.19| .094|SI|

1404.| 0.|3.|5.| 298823.| -63.1| 844.7|20.11| 4.3 | .0323| 10.1 | .033|SI|

1647.|243.|3.|3.| 404572.! -98.8|2222.9!10.05| 5.2 | .0913| 13.81| .126!SI|

1679.|275.|3.|2.| 380718.|-112.9!2113.3|10.05| 4.89| .0867| 13.43| .116|SI|

1858.|454.|3.|1.| -383691.| -80.8|2087.2|10.05| 5.43| .0888| 11.59| .103|SI|

1858.|454.|3.|1.| 175502.| -45.5| 966.7|10.05| 5.1 | .0316| 13.69| .043|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -384377.| -81. |2090.9|10.05| 5.43| .0889| 11.59| .103|SI|

0.| 0.|3.|1.| 290735.| -75.3|1601.4|10.05| 5.1 | .0619| 13.69| .085|SI|

211.|211.|3.|3.| 405209.! -99. |2226.4!10.05| 5.2 | .0914| 13.81| .126!SI|

454.|454.|3.|5.| -399668.! -67.4|1963. |11.12| 5.62| .0833| 11.19| .093|SI|

454.|454.|3.|5.| 180525.| -38.1| 510.3|20.11| 4.3 | .0164| 10.1 | .017|SI|

> 454.| 0.|3.|5.| -437611.! -73.8|2149.3!11.12| 5.62| .0922| 11.19| .103|SI|

454.| 0.|3.|5.| 258341.| -54.6| 730.2|20.11| 4.3 | .0268| 10.1 | .027|SI|

708.|254.|3.|3.| 388781.! -94.9|2136.2|10.05| 5.2 | .0871| 13.81| .12 !SI|

742.|288.|3.|2.| 361484.|-107.2!2006.5|10.05| 4.89| .0816| 13.43| .11 |SI|

929.|475.|3.|5.| -433533.| -73.1|2129.3|11.12| 5.62| .0912| 11.19| .102|SI|

929.|475.|3.|5.| 143310.| -30.3| 405.1|20.11| 4.3 | .0116| 10.1 | .012|SI|

> 929.| 0.|3.|5.| -438312.! -73.9|2152.8!11.12| 5.62| .0924| 11.19| .103|SI|

929.| 0.|3.|5.| 258247.| -54.6| 730. |20.11| 4.3 | .0268| 10.1 | .027|SI|

1183.|254.|3.|3.| 388843.! -95. |2136.5|10.05| 5.2 | .0871| 13.81| .12 !SI|

1217.|288.|3.|2.| 361626.|-107.3!2007.3|10.05| 4.89| .0817| 13.43| .11 |SI|

1404.|475.|3.|5.| -432773.| -73. |2125.6|11.12| 5.62| .0911| 11.19| .102|SI|

1404.|475.|3.|5.| 144480.| -30.5| 408.4|20.11| 4.3 | .0117| 10.1 | .012|SI|

>1404.| 0.|3.|5.| -401892.! -67.8|1973.9|11.12| 5.62| .0838| 11.19| .094|SI|

1404.| 0.|3.|5.| 298526.| -63.1| 843.8|20.11| 4.3 | .0322| 10.1 | .033|SI|

1647.|243.|3.|3.| 404661.! -98.8|2223.4!10.05| 5.2 | .0913| 13.81| .126!SI|

1858.|454.|3.|1.| -384082.| -80.9|2089.3|10.05| 5.43| .0889| 11.59| .103|SI|

1858.|454.|3.|1.| 175661.| -45.5| 967.5|10.05| 5.1 | .0317| 13.69| .043|SI|



1|20.11|2.388|10.05|1.194|2d16 +3d16 |10.05|1.194|5d16 |

2|16.08|1.91 | 6.03| .716|3d16 |10.05|1.194|5d16 |

3|22.12|2.627|12.06|1.433|3d16 +3d16 |10.05|1.194|5d16 |

4|21.17|2.515|11.12|1.321|2d18 +3d16 |10.05|1.194|5d16 |

5|31.23|3.709|11.12|1.321|2d18 +3d16 |20.11|2.388|5d16 +5d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A418| 3| 3| 3| 0| 210.| 180.| 8.75 |1. |1. | 16.325|


SLU |












SLU |

Nome Descrizione |




4.|permanenti |


6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -651736.|-.077| .13 | -993175.|-.35 |1.404|3.| .199|1.524|SI|

15.| 15.|3.|1.| 526446.|-.074| .169| 622706.!-.35 |1.854|3.| .159|1.183|SI|

65.| 65.|3.|3.| -280200.|-.038| .089| -632358.|-.35 |1.906|3.| .155!2.257|SI|

118.|118.|3.|3.| -97863.|-.013| .031| -632358.|-.35 |1.906|3.| .155|6.462!SI|

210.|210.|3.|1.| -655565.!-.077| .13 | -993175.!-.35 |1.404|3.| .199!1.515|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -4049.| 6112.| 31055.| 31227.| 1.01| 5. |2.1 |SI|

0.| 0.|3.| 9782.! 6112.| 31055.| 31227.| 1.01| 5. |2.1 |SI|

65.| 65.|3.| -4854.| 7511.! 31055.| 31227.| 1.01| 5. |2.1 |SI|

210.|210.|3.| -8698.! 6112.| 31055.! 31227.! 1.01| 5. |2.1 |SI|

210.|210.|3.| 9782.| 6112.| 31055.| 31227.| 1.01| 5. |2.1 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -543060.! -84.1|2248.7|13.13| 5.48| .0916| 14.26| .131|SI|

0.| 0.|3.|1.| 16846.| -3.2| 112.6| 8.04| 5.91| .0032| 23.06| .007|SI|

195.|195.|3.|1.| 509057.| -96.4|3402.3| 8.04| 5.91| .1319| 23.06| .304!SI|

210.|210.|3.|1.| -67709.| -10.5| 280.4|13.13| 5.48| .008 | 14.26| .011|SI|



0.| 0.|3.|1.| 16846.| -3.2| 112.6| 8.04| 5.91| .0032| 23.06| .007|SI|

195.|195.|3.|1.| 509057.| -96.4|3402.3| 8.04| 5.91| .1319| 23.06| .304!SI|

210.|210.|3.|1.| -67709.| -10.5| 280.4|13.13| 5.48| .008 | 14.26| .011|SI|

210.|210.|3.|2.| 593227.!-4637.!48363.! *** | *** | ***** | **** | **** |SI|



0.| 0.|3.|1.| 16846.| -3.2| 112.6| 8.04| 5.91| .0032| 23.06| .007|SI|

210.|210.|3.|1.| -67709.| -10.5| 280.4|13.13| 5.48| .008 | 14.26| .011|SI|



1|21.17|1.332|13.13| .826|2d18 +4d16 | 8.04| .506|4d16 |

2| 5.09| .32 | 5.09| .32 |2d18 | 0. |0. | |

3|16.08|1.012| 8.04| .506|4d16 | 8.04| .506|4d16 |







MATERIALI









GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A658| 3| 3| 3| 0| 454.| 395.| 9.08 |1.3|2.512| 59.299|

2| A609| 3| 3| 3| 0| 475.| 415.| 9.5 |1.5|2.624| 63.673|

3| A225| 3| 3| 3| 0| 475.| 415.| 9.5 |1.5|2.645| 64.198|

4| A222| 3| 3| 3| 0| 454.| 395.| 9.08 |1.3|2.537| 59.883|


SLU |









SLU |

Nome Descrizione |




4.|permanenti |


6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -570006.|-.027| .07 |-1695001.|-.35 |3.304|3.| .096|2.974|SI|

0.| 0.|3.|1.| 310747.|-.019| .057| 1140120.|-.35 |4.086|3.| .079|3.669|SI|

163.|163.|3.|2.| 450577.!-.03 | .083| 1131991.|-.35 |3.717|3.| .086|2.512|SI|

205.|205.|3.|3.| -67768.|-.003| .006|-2198141.!-.35 |2.579|3.| .119!32.44|SI|

205.|205.|3.|3.| 445204.|-.025| .081| 1144681.|-.35 |4.3 |3.| .075!2.571|SI|

248.|248.|3.|3.| -26913.|-.001| .003|-2198141.|-.35 |2.579|3.| .119|81.68!SI|

374.|374.|3.|4.| 310594.|-.015| .029| 2194240.!-.35 |2.626|3.| .118|7.065|SI|

454.|454.|3.|4.| -802225.!-.034! .097!-1718003.|-.35 |3.968|3.| .081|2.142!SI|

454.|454.|3.|4.| 351604.|-.017| .033| 2194240.|-.35 |2.626|3.| .118|6.241|SI|

> 454.| 0.|3.|4.| -504026.|-.021| .061|-1718003.|-.35 |3.968|3.| .081|3.409|SI|

454.| 0.|3.|4.| 197420.|-.01 | .018| 2194240.!-.35 |2.626|3.| .118|11.12|SI|

624.|170.|3.|2.| 411185.|-.027! .075| 1131991.|-.35 |3.717|3.| .086|2.753|SI|

669.|215.|3.|3.| -51300.|-.002| .005|-2198141.!-.35 |2.579|3.| .119!42.85|SI|

669.|215.|3.|3.| 436268.!-.024| .079! 1144681.|-.35 |4.3 |3.| .075!2.624!SI|

714.|260.|3.|3.| -17495.|-.001| .002|-2198141.|-.35 |2.579|3.| .119|125.6!SI|

929.|475.|3.|4.| -517652.!-.021| .062|-1718003.|-.35 |3.968|3.| .081|3.319|SI|

929.|475.|3.|4.| 406522.|-.02 | .038| 2194240.|-.35 |2.626|3.| .118|5.398|SI|

> 929.| 0.|3.|4.| -505998.|-.021| .061|-1718003.|-.35 |3.968|3.| .081|3.395|SI|

929.| 0.|3.|4.| 185132.|-.009| .017| 2194240.!-.35 |2.626|3.| .118|11.85|SI|

1099.|170.|3.|2.| 408369.|-.027! .075| 1131991.|-.35 |3.717|3.| .086|2.772|SI|

1144.|215.|3.|3.| -43513.|-.002| .004|-2198141.!-.35 |2.579|3.| .119!50.52|SI|

1144.|215.|3.|3.| 432697.!-.024| .078! 1144681.|-.35 |4.3 |3.| .075!2.645!SI|

1189.|260.|3.|3.| -13509.|-.001| .001|-2198141.|-.35 |2.579|3.| .119|162.7!SI|

1404.|475.|3.|4.| -527148.!-.022| .064|-1718003.|-.35 |3.968|3.| .081|3.259|SI|

1404.|475.|3.|4.| 396372.|-.019| .037| 2194240.|-.35 |2.626|3.| .118|5.536|SI|

>1404.| 0.|3.|4.| -525686.|-.022| .063|-1718003.|-.35 |3.968|3.| .081|3.268|SI|

1404.| 0.|3.|4.| 148569.|-.007| .014| 2194240.!-.35 |2.626|3.| .118|14.77|SI|

1610.|206.|3.|3.| -38475.|-.002| .004|-2198141.!-.35 |2.579|3.| .119!57.13|SI|

1610.|206.|3.|3.| 353919.|-.02 | .064| 1144681.|-.35 |4.3 |3.| .075!3.234|SI|

1653.|249.|3.|3.| -25517.|-.001| .002|-2198141.|-.35 |2.579|3.| .119|86.15!SI|

1837.|433.|3.|1.| 449382.!-.027! .082! 1140120.|-.35 |4.086|3.| .079|2.537!SI|

1858.|454.|3.|1.| -531331.!-.025| .065|-1695001.|-.35 |3.304|3.| .096|3.19 |SI|

1858.|454.|3.|1.| 449382.|-.027| .082| 1140120.|-.35 |4.086|3.| .079|2.537|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -366.| 5230.| 34752.| 34944.| 1.01|10. |2.1 |SI|

0.| 0.|3.| 6328.! 5230.| 34752.| 34944.| 1.01|10. |2.1 |SI|




454.|454.|3.| -7669.! 6151.! 34752.! 34944.! 1.01|10. |2.1 |SI|

454.|454.|3.| 1243.| 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

> 454.| 0.|3.| -141.| 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

454.| 0.|3.| 7394.! 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

929.|475.|3.| -6537.! 6151.! 34752.! 34944.! 1.01|10. |2.1 |SI|

929.|475.|3.| 1029.| 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

> 929.| 0.|3.| -133.| 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

929.| 0.|3.| 7343.! 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

1404.|475.|3.| -6588.! 6151.! 34752.! 34944.! 1.01|10. |2.1 |SI|

1404.|475.|3.| 974.| 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

>1404.| 0.|3.| -236.| 6151.! 34752.| 34944.| 1.01|10. |2.1 |SI|

1404.| 0.|3.| 6981.! 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

1858.|454.|3.| -6323.! 5230.| 34752.! 34944.! 1.01|10. |2.1 |SI|

1858.|454.|3.| 1355.| 5230.| 34752.| 34944.| 1.01|10. |2.1 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -278781.| -18.2| 713.1| 9.11| 7.5 | .0204| 13.89| .028|SI|

0.| 0.|3.|1.| 114048.| -9.7| 435.6| 6.03| 7.5 | .0124| 49.72| .062|SI|

163.|163.|3.|2.| 301254.| -27.8!1157.6! 6.03| 7.5 | .0331| 48.81| .161|SI|

205.|205.|3.|3.| 294501.| -23.2|1120.2| 6.03| 7.5 | .032 | 50.5 | .162!SI|

454.|454.|3.|4.| -447422.! -26. |1133.8| 9.11| 7.5 | .0387| 13.89| .054|SI|

454.|454.|3.|4.| 309622.! -21.1| 606.3|12.06| 7.5 | .0173| 15.09| .026|SI|

> 454.| 0.|3.|4.| -346171.! -20.1| 877.3| 9.11| 7.5 | .0265| 13.89| .037|SI|

454.| 0.|3.|4.| 90201.| -6.2| 176.6|12.06| 7.5 | .005 | 15.09| .008|SI|

669.|215.|3.|3.| 242149.| -19.1| 921. ! 6.03| 7.5 | .0263| 50.5 | .133!SI|

929.|475.|3.|4.| -345337.| -20.1| 875.1| 9.11| 7.5 | .0264| 13.89| .037|SI|

929.|475.|3.|4.| 295747.! -20.2! 579.1|12.06| 7.5 | .0165| 15.09| .025|SI|

> 929.| 0.|3.|4.| -334761.| -19.4| 848.3| 9.11| 7.5 | .0251| 13.89| .035|SI|

929.| 0.|3.|4.| 93971.| -6.4| 184. |12.06| 7.5 | .0053| 15.09| .008|SI|

1144.|215.|3.|3.| 252132.| -19.9| 959. ! 6.03| 7.5 | .0274| 50.5 | .138!SI|

1404.|475.|3.|4.| -351817.! -20.4! 891.6| 9.11| 7.5 | .0272| 13.89| .038|SI|

1404.|475.|3.|4.| 298268.! -20.4| 584. |12.06| 7.5 | .0167| 15.09| .025|SI|

>1404.| 0.|3.|4.| -311532.| -18.1| 789.5| 9.11| 7.5 | .0226| 13.89| .031|SI|

1404.| 0.|3.|4.| 50791.| -3.5| 99.5|12.06| 7.5 | .0028| 15.09| .004|SI|

1858.|454.|3.|1.| -328796.! -21.4| 841.1| 9.11| 7.5 | .0248| 13.89| .034|SI|

1858.|454.|3.|1.| 340815.! -28.9!1301.8! 6.03| 7.5 | .0372| 49.72| .185!SI|



0.| 0.|3.|1.| 125048.| -10.6| 477.6| 6.03| 7.5 | .0136| 49.72| .068|SI|

163.|163.|3.|2.| 256705.| -23.7! 986.5| 6.03| 7.5 | .0282| 48.81| .138|SI|

205.|205.|3.|3.| 265754.| -21. |1010.8! 6.03| 7.5 | .0289| 50.5 | .146!SI|

454.|454.|3.|4.| -388390.! -22.6| 984.2| 9.11| 7.5 | .0316| 13.89| .044|SI|

454.|454.|3.|4.| 309039.! -21.1| 605.1|12.06| 7.5 | .0173| 15.09| .026|SI|

> 454.| 0.|3.|4.| -350752.! -20.4| 888.9| 9.11| 7.5 | .027 | 13.89| .038|SI|

454.| 0.|3.|4.| 95111.| -6.5| 186.2|12.06| 7.5 | .0053| 15.09| .008|SI|

714.|260.|3.|3.| 246856.| -19.5| 938.9! 6.03| 7.5 | .0268| 50.5 | .135!SI|

929.|475.|3.|4.| -336987.| -19.6| 854. | 9.11| 7.5 | .0254| 13.89| .035|SI|

929.|475.|3.|4.| 298550.! -20.4! 584.6|12.06| 7.5 | .0167| 15.09| .025|SI|

> 929.| 0.|3.|4.| -342815.! -19.9| 868.8| 9.11| 7.5 | .0261| 13.89| .036|SI|

929.| 0.|3.|4.| 95696.| -6.5| 187.4|12.06| 7.5 | .0054| 15.09| .008|SI|

1144.|215.|3.|3.| 252091.| -19.9| 958.9! 6.03| 7.5 | .0274| 50.5 | .138!SI|

1234.|305.|3.|2.| 221149.| -20.4! 849.8| 6.03| 7.5 | .0243| 48.81| .119|SI|

1404.|475.|3.|4.| -339639.| -19.7| 860.7| 9.11| 7.5 | .0257| 13.89| .036|SI|

1404.|475.|3.|4.| 296199.! -20.2| 580. |12.06| 7.5 | .0166| 15.09| .025|SI|

>1404.| 0.|3.|4.| -328845.! -19.1| 833.3| 9.11| 7.5 | .0244| 13.89| .034|SI|

1404.| 0.|3.|4.| 50791.| -3.5| 99.5|12.06| 7.5 | .0028| 15.09| .004|SI|

1858.|454.|3.|1.| -294286.| -19.2| 752.8| 9.11| 7.5 | .0215| 13.89| .03 |SI|

1858.|454.|3.|1.| 340815.! -28.9!1301.8! 6.03| 7.5 | .0372| 49.72| .185!SI|



0.| 0.|3.|1.| 127674.| -10.8| 487.7| 6.03| 7.5 | .0139| 49.72| .069|SI|

163.|163.|3.|2.| 245019.| -22.6! 941.6| 6.03| 7.5 | .0269| 48.81| .131|SI|

205.|205.|3.|3.| 257905.| -20.3| 981. ! 6.03| 7.5 | .028 | 50.5 | .142!SI|

454.|454.|3.|4.| -373642.! -21.7| 946.9| 9.11| 7.5 | .0298| 13.89| .041|SI|

454.|454.|3.|4.| 307576.! -21. | 602.3|12.06| 7.5 | .0172| 15.09| .026|SI|

> 454.| 0.|3.|4.| -351899.! -20.4! 891.8| 9.11| 7.5 | .0272| 13.89| .038|SI|

454.| 0.|3.|4.| 95342.| -6.5| 186.7|12.06| 7.5 | .0053| 15.09| .008|SI|

714.|260.|3.|3.| 247293.| -19.5| 940.6! 6.03| 7.5 | .0269| 50.5 | .136!SI|

929.|475.|3.|4.| -334897.| -19.5| 848.7| 9.11| 7.5 | .0251| 13.89| .035|SI|

929.|475.|3.|4.| 298219.! -20.4| 583.9|12.06| 7.5 | .0167| 15.09| .025|SI|

> 929.| 0.|3.|4.| -344824.! -20. | 873.8| 9.11| 7.5 | .0263| 13.89| .037|SI|

929.| 0.|3.|4.| 96126.| -6.6| 188.2|12.06| 7.5 | .0054| 15.09| .008|SI|

1144.|215.|3.|3.| 252082.| -19.9| 958.8! 6.03| 7.5 | .0274| 50.5 | .138!SI|

1234.|305.|3.|2.| 221841.| -20.5! 852.5| 6.03| 7.5 | .0244| 48.81| .119|SI|

1404.|475.|3.|4.| -336600.| -19.6| 853. | 9.11| 7.5 | .0253| 13.89| .035|SI|

1404.|475.|3.|4.| 295683.! -20.2| 579. |12.06| 7.5 | .0165| 15.09| .025|SI|

>1404.| 0.|3.|4.| -333181.! -19.4| 844.3| 9.11| 7.5 | .0249| 13.89| .035|SI|

1404.| 0.|3.|4.| 50791.| -3.5| 99.5|12.06| 7.5 | .0028| 15.09| .004|SI|

1858.|454.|3.|1.| -285645.| -18.6| 730.7| 9.11| 7.5 | .0209| 13.89| .029|SI|

1858.|454.|3.|1.| 340815.! -28.9!1301.8! 6.03| 7.5 | .0372| 49.72| .185!SI|



1|15.14| .878| 9.11| .528|2d14 +3d16 | 6.03| .35 |3d16 |

2|12.06| .699| 6.03| .35 |3d16 | 6.03| .35 |3d16 |

3|18.1 |1.049|12.06| .699|3d16 +3d16 | 6.03| .35 |3d16 |

4|21.17|1.227| 9.11| .528|2d14 +3d16 |12.06| .699|3d16 +3d16 |










MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A523| 3| 3| 3| 0| 454.| 395.| 9.08 |1.3|2.511| 59.273|

2| A524| 3| 3| 3| 0| 475.| 415.| 9.5 |1.5|2.647| 64.233|

3| A598| 3| 3| 3| 0| 475.| 415.| 9.5 |1.5|2.644| 64.169|

4| A599| 3| 3| 3| 0| 454.| 395.| 9.08 |1.3|2.514| 59.327|


SLU |









SLU |

Nome Descrizione |




4.|permanenti |


6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -714894.!-.034! .087!-1695001.|-.35 |3.304|3.| .096|2.371!SI|

0.| 0.|3.|1.| 454012.!-.028| .083| 1140120.|-.35 |4.086|3.| .079|2.511|SI|

205.|205.|3.|3.| -32517.|-.001| .003|-2198141.!-.35 |2.579|3.| .119!67.6 !SI|

205.|205.|3.|3.| 379186.|-.021| .069| 1144681.|-.35 |4.3 |3.| .075!3.019|SI|

374.|374.|3.|4.| 263938.|-.013| .025| 2194240.!-.35 |2.626|3.| .118|8.313|SI|

454.|454.|3.|4.| -647441.|-.027| .078|-1718003.|-.35 |3.968|3.| .081|2.654|SI|

454.|454.|3.|4.| 141583.|-.007| .013| 2194240.|-.35 |2.626|3.| .118|15.5 |SI|

> 454.| 0.|3.|4.| -607613.!-.025| .073|-1718003.|-.35 |3.968|3.| .081|2.827|SI|

454.| 0.|3.|4.| 405838.|-.02 | .038| 2194240.!-.35 |2.626|3.| .118|5.407|SI|

669.|215.|3.|3.| -14386.|-.001| .001|-2198141.!-.35 |2.579|3.| .119!152.8!SI|

669.|215.|3.|3.| 431279.|-.024| .078| 1144681.|-.35 |4.3 |3.| .075!2.654|SI|

714.|260.|3.|3.| 432466.!-.024| .078! 1144681.|-.35 |4.3 |3.| .075|2.647!SI|

759.|305.|3.|2.| 412762.|-.027! .076| 1131991.|-.35 |3.717|3.| .086|2.742|SI|

929.|475.|3.|4.| -600894.|-.025| .073|-1718003.|-.35 |3.968|3.| .081|2.859|SI|

929.|475.|3.|4.| 187102.|-.009| .017| 2194240.|-.35 |2.626|3.| .118|11.73|SI|

> 929.| 0.|3.|4.| -613966.|-.026| .074|-1718003.|-.35 |3.968|3.| .081|2.798|SI|

929.| 0.|3.|4.| 411168.|-.02 | .038| 2194240.!-.35 |2.626|3.| .118|5.337|SI|

1144.|215.|3.|3.| -16922.|-.001| .002|-2198141.!-.35 |2.579|3.| .119!129.9!SI|

1144.|215.|3.|3.| 430248.|-.024| .078| 1144681.|-.35 |4.3 |3.| .075!2.661|SI|

1189.|260.|3.|3.| 432895.!-.024| .078! 1144681.|-.35 |4.3 |3.| .075|2.644!SI|

1234.|305.|3.|2.| 416511.|-.028! .076| 1131991.|-.35 |3.717|3.| .086|2.718|SI|

1404.|475.|3.|4.| -627110.!-.026| .076|-1718003.|-.35 |3.968|3.| .081|2.74 |SI|

1404.|475.|3.|4.| 192574.|-.009| .018| 2194240.|-.35 |2.626|3.| .118|11.39|SI|

>1404.| 0.|3.|4.| -688701.!-.029| .083!-1718003.|-.35 |3.968|3.| .081|2.495!SI|

1404.| 0.|3.|4.| 387136.|-.019| .036| 2194240.!-.35 |2.626|3.| .118|5.668|SI|

1610.|206.|3.|3.| -29581.|-.001| .003|-2198141.!-.35 |2.579|3.| .119!74.31!SI|

1610.|206.|3.|3.| 425620.|-.024| .077| 1144681.|-.35 |4.3 |3.| .075!2.689|SI|

1695.|291.|3.|2.| 450363.!-.03 ! .082| 1131991.|-.35 |3.717|3.| .086|2.514|SI|

1858.|454.|3.|1.| -521351.|-.025| .064|-1695001.|-.35 |3.304|3.| .096|3.251|SI|

1858.|454.|3.|1.| 251451.|-.015| .046| 1140120.|-.35 |4.086|3.| .079|4.534|SI|

VERIFICHE A TAGLIO

TAGLIO:





> 0.| 0.|3.| -1432.| 5230.| 34752.| 34944.| 1.01|10. |2.1 |SI|

0.| 0.|3.| 14090.! 5230.| 34752.| 34944.| 1.01|10. |2.1 |SI|

454.|454.|3.| -6120.! 6151.! 34752.! 34944.! 1.01|10. |2.1 |SI|

454.|454.|3.| 9491.| 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

> 454.| 0.|3.| -3284.| 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

454.| 0.|3.| 13831.! 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

929.|475.|3.| -7706.! 6151.! 34752.! 34944.! 1.01|10. |2.1 |SI|

929.|475.|3.| 8767.| 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

> 929.| 0.|3.| -3270.| 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

929.| 0.|3.| 13845.! 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

1404.|475.|3.| -7698.! 6151.! 34752.! 34944.! 1.01|10. |2.1 |SI|

1404.|475.|3.| 8775.| 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

>1404.| 0.|3.| -3468.| 6151.! 34752.| 34944.| 1.01|10. |2.1 |SI|

1404.| 0.|3.| 12036.! 6151.| 34752.| 34944.| 1.01|10. |2.1 |SI|

1858.|454.|3.| -7814.! 5230.| 34752.! 34944.! 1.01|10. |2.1 |SI|

1858.|454.|3.| 7049.| 5230.| 34752.| 34944.| 1.01|10. |2.1 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -362219.! -23.6| 926.6| 9.11| 7.5 | .0288| 13.89| .04 |SI|

0.| 0.|3.|1.| 360579.! -30.6!1377.3! 6.03| 7.5 | .0394| 49.72| .196!SI|

454.|454.|3.|4.| -297682.| -17.3| 754.4| 9.11| 7.5 | .0216| 13.89| .03 |SI|

454.|454.|3.|4.| 29261.| -2. | 57.3|12.06| 7.5 | .0016| 15.09| .002|SI|

> 454.| 0.|3.|4.| -356611.! -20.7! 903.7| 9.11| 7.5 | .0277| 13.89| .039|SI|

454.| 0.|3.|4.| 298065.! -20.4| 583.6|12.06| 7.5 | .0167| 15.09| .025|SI|

714.|260.|3.|3.| 243882.| -19.2| 927.6! 6.03| 7.5 | .0265| 50.5 | .134!SI|

929.|475.|3.|4.| -331818.| -19.3| 840.9| 9.11| 7.5 | .0248| 13.89| .034|SI|

929.|475.|3.|4.| 61663.| -4.2| 120.7|12.06| 7.5 | .0034| 15.09| .005|SI|

> 929.| 0.|3.|4.| -350168.! -20.3! 887.4! 9.11| 7.5 | .027 | 13.89| .037|SI|

929.| 0.|3.|4.| 296878.! -20.3| 581.3|12.06| 7.5 | .0166| 15.09| .025|SI|

1189.|260.|3.|3.| 232818.| -18.4| 885.5| 6.03| 7.5 | .0253| 50.5 | .128!SI|

1404.|475.|3.|4.| -344817.| -20. | 873.8| 9.11| 7.5 | .0263| 13.89| .037|SI|

1404.|475.|3.|4.| 49156.| -3.4| 96.3|12.06| 7.5 | .0028| 15.09| .004|SI|

>1404.| 0.|3.|4.| -419618.! -24.4|1063.4| 9.11| 7.5 | .0353| 13.89| .049|SI|

1404.| 0.|3.|4.| 310936.! -21.2| 608.8|12.06| 7.5 | .0174| 15.09| .026|SI|

1653.|249.|3.|3.| 284836.| -22.5|1083.4| 6.03| 7.5 | .031 | 50.5 | .156!SI|

1695.|291.|3.|2.| 287847.| -26.6!1106.1! 6.03| 7.5 | .0316| 48.81| .154|SI|

1858.|454.|3.|1.| -300058.| -19.6| 767.6| 9.11| 7.5 | .0219| 13.89| .03 |SI|

1858.|454.|3.|1.| 114955.| -9.8| 439.1| 6.03| 7.5 | .0125| 49.72| .062|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -298283.| -19.4| 763. | 9.11| 7.5 | .0218| 13.89| .03 |SI|

0.| 0.|3.|1.| 360579.! -30.6!1377.3! 6.03| 7.5 | .0394| 49.72| .196!SI|

454.|454.|3.|4.| -323439.! -18.8| 819.7| 9.11| 7.5 | .0237| 13.89| .033|SI|

454.|454.|3.|4.| 29261.| -2. | 57.3|12.06| 7.5 | .0016| 15.09| .002|SI|

> 454.| 0.|3.|4.| -343444.! -20. | 870.3| 9.11| 7.5 | .0262| 13.89| .036|SI|

454.| 0.|3.|4.| 296116.! -20.2! 579.8|12.06| 7.5 | .0166| 15.09| .025|SI|

714.|260.|3.|3.| 244577.| -19.3| 930.3! 6.03| 7.5 | .0266| 50.5 | .134!SI|

929.|475.|3.|4.| -339319.| -19.7| 859.9| 9.11| 7.5 | .0257| 13.89| .036|SI|

929.|475.|3.|4.| 63068.| -4.3| 123.5|12.06| 7.5 | .0035| 15.09| .005|SI|

> 929.| 0.|3.|4.| -339972.| -19.8| 861.5| 9.11| 7.5 | .0257| 13.89| .036|SI|

929.| 0.|3.|4.| 295597.! -20.2| 578.8|12.06| 7.5 | .0165| 15.09| .025|SI|

1189.|260.|3.|3.| 234933.| -18.5| 893.6! 6.03| 7.5 | .0255| 50.5 | .129!SI|

1404.|475.|3.|4.| -348132.! -20.2! 882.2| 9.11| 7.5 | .0267| 13.89| .037|SI|

1404.|475.|3.|4.| 49688.| -3.4| 97.3|12.06| 7.5 | .0028| 15.09| .004|SI|

>1404.| 0.|3.|4.| -372047.! -21.6| 942.8| 9.11| 7.5 | .0296| 13.89| .041|SI|

1404.| 0.|3.|4.| 308299.! -21.1| 603.7|12.06| 7.5 | .0172| 15.09| .026|SI|

1653.|249.|3.|3.| 253437.| -20. | 964. ! 6.03| 7.5 | .0275| 50.5 | .139!SI|

1695.|291.|3.|2.| 242629.| -22.4! 932.4| 6.03| 7.5 | .0266| 48.81| .13 |SI|

1858.|454.|3.|1.| -300058.| -19.6| 767.6| 9.11| 7.5 | .0219| 13.89| .03 |SI|

1858.|454.|3.|1.| 120153.| -10.2| 458.9| 6.03| 7.5 | .0131| 49.72| .065|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -282266.| -18.4| 722. | 9.11| 7.5 | .0206| 13.89| .029|SI|

0.| 0.|3.|1.| 360579.! -30.6!1377.3! 6.03| 7.5 | .0394| 49.72| .196!SI|

454.|454.|3.|4.| -329896.! -19.2| 836. | 9.11| 7.5 | .0245| 13.89| .034|SI|

454.|454.|3.|4.| 29261.| -2. | 57.3|12.06| 7.5 | .0016| 15.09| .002|SI|

> 454.| 0.|3.|4.| -340156.| -19.8| 862. | 9.11| 7.5 | .0258| 13.89| .036|SI|

454.| 0.|3.|4.| 295629.! -20.2! 578.9|12.06| 7.5 | .0165| 15.09| .025|SI|

714.|260.|3.|3.| 244752.| -19.3| 930.9! 6.03| 7.5 | .0266| 50.5 | .134!SI|

929.|475.|3.|4.| -341190.! -19.8| 864.6| 9.11| 7.5 | .0259| 13.89| .036|SI|

929.|475.|3.|4.| 63418.| -4.3| 124.2|12.06| 7.5 | .0035| 15.09| .005|SI|

> 929.| 0.|3.|4.| -337406.| -19.6| 855. | 9.11| 7.5 | .0254| 13.89| .035|SI|

929.| 0.|3.|4.| 295274.! -20.2| 578.2|12.06| 7.5 | .0165| 15.09| .025|SI|

1189.|260.|3.|3.| 235462.| -18.6| 895.6! 6.03| 7.5 | .0256| 50.5 | .129!SI|

1404.|475.|3.|4.| -348973.! -20.3! 884.4| 9.11| 7.5 | .0268| 13.89| .037|SI|

1404.|475.|3.|4.| 49823.| -3.4| 97.6|12.06| 7.5 | .0028| 15.09| .004|SI|

>1404.| 0.|3.|4.| -360152.! -20.9| 912.7| 9.11| 7.5 | .0282| 13.89| .039|SI|

1404.| 0.|3.|4.| 307640.! -21. | 602.4|12.06| 7.5 | .0172| 15.09| .026|SI|

1653.|249.|3.|3.| 245590.| -19.4| 934.1! 6.03| 7.5 | .0267| 50.5 | .135!SI|

1695.|291.|3.|2.| 231327.| -21.4! 888.9| 6.03| 7.5 | .0254| 48.81| .124|SI|

1858.|454.|3.|1.| -300058.| -19.6| 767.6| 9.11| 7.5 | .0219| 13.89| .03 |SI|

1858.|454.|3.|1.| 121452.| -10.3| 463.9| 6.03| 7.5 | .0133| 49.72| .066|SI|



1|15.14| .878| 9.11| .528|2d14 +3d16 | 6.03| .35 |3d16 |

2|12.06| .699| 6.03| .35 |3d16 | 6.03| .35 |3d16 |

3|18.1 |1.049|12.06| .699|3d16 +3d16 | 6.03| .35 |3d16 |

4|21.17|1.227| 9.11| .528|2d14 +3d16 |12.06| .699|3d16 +3d16 |










MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A617| 3| 3| 3| 0| 210.| 180.| 4.2 |1.3|3.033| 73.782|

2| A618| 3| 3| 3| 0| 570.| 540.| 11.4 |1.5|3.021| 77.277|

3| A619| 3| 3| 3| 0| 490.| 460.| 9.8 |1.5|4.011|100.619|

4| A620| 3| 3| 3| 0| 490.| 460.| 9.8 |1.5|4.061|101.883|

5| A621| 3| 3| 3| 0| 490.| 460.| 9.8 |1.5|4.029|101.075|

6| A622| 3| 3| 3| 0| 570.| 540.| 11.4 |1.5|2.813| 71.976|

7| A623| 3| 3| 3| 0| 210.| 180.| 4.2 |1.3|4.001| 97.315|


SLU |









FLESSIONE:


> 0.| 0.|3.|1.| -590353.|-.019| .058|-2109821.|-.35 |3.976|3.| .081|3.574|SI|

0.| 0.|3.|1.| 576904.!-.022! .069! 1749904.|-.35 |4.06 |3.| .079|3.033!SI|

118.|118.|3.|2.| 125507.|-.004| .008| 3350136.!-.35 |2.47 |3.| .124!26.69!SI|

210.|210.|3.|2.| -591340.!-.017| .058|-2127191.!-.35 |4.417|3.| .073!3.597|SI|

> 210.| 0.|3.|2.| -724631.|-.02 | .071|-2127191.|-.35 |4.417|3.| .073!2.936|SI|

210.| 0.|3.|2.| 30523.|-.001| .002| 3350136.|-.35 |2.47 |3.| .124!109.8|SI|

451.|241.|3.|3.| 563385.|-.023! .067| 1741148.|-.35 |3.8 |3.| .084|3.091|SI|

495.|285.|3.|4.| 582942.!-.02 | .069| 1760861.|-.35 |4.396|3.| .074|3.021|SI|

671.|461.|3.|7.| 349975.|-.01 | .021| 3369870.!-.35 |2.703|3.| .115|9.629|SI|

780.|570.|3.|7.| -854508.!-.023| .071!-2491239.!-.35 |4.153|3.| .078|2.915!SI|

780.|570.|3.|7.| 13958.|0. | .001| 3369870.|-.35 |2.703|3.| .115|241.4!SI|

> 780.| 0.|3.|7.| -872769.!-.023! .073!-2491239.|-.35 |4.153|3.| .078|2.854!SI|

780.| 0.|3.|7.| 164783.|-.005| .01 | 3369870.!-.35 |2.703|3.| .115!20.45|SI|

980.|200.|3.|5.| 435630.!-.017| .052| 1747282.|-.35 |3.981|3.| .081|4.011|SI|

1025.|245.|3.|8.| 421688.|-.014| .05 | 1762841.|-.35 |4.458|3.| .073!4.18 |SI|

1115.|335.|3.|9.| -43276.|-.001| .004|-2171094.|-.35 |3.606|3.| .088|50.17!SI|

1270.|490.|3.|7.| -606673.|-.016| .051|-2491239.!-.35 |4.153|3.| .078|4.106|SI|

1270.|490.|3.|7.| 113170.|-.003| .007| 3369870.|-.35 |2.703|3.| .115|29.78|SI|

>1270.| 0.|3.|7.| -544679.|-.014| .045|-2491239.|-.35 |4.153|3.| .078|4.574|SI|

1270.| 0.|3.|7.| 12169.|0. | .001| 3369870.!-.35 |2.703|3.| .115!276.9|SI|

1470.|200.|3.|5.| 414539.|-.016! .049| 1747282.|-.35 |3.981|3.| .081|4.215|SI|

1515.|245.|3.|8.| 434055.!-.014| .051! 1762841.|-.35 |4.458|3.| .073!4.061!SI|

1760.|490.|3.|7.| -567765.!-.015| .047|-2491239.!-.35 |4.153|3.| .078|4.388|SI|

1760.|490.|3.|7.| 7802.|0. |0. | 3369870.|-.35 |2.703|3.| .115|431.9!SI|

>1760.| 0.|3.|7.| -665432.|-.018| .056|-2491239.|-.35 |4.153|3.| .078|3.744|SI|

1760.| 0.|3.|7.| 95350.|-.003| .006| 3369870.!-.35 |2.703|3.| .115!35.34|SI|

2005.|245.|3.|8.| 422048.|-.014| .05 | 1762841.|-.35 |4.458|3.| .073!4.177|SI|

2050.|290.|3.|5.| -34141.|-.001| .004|-1919615.|-.35 |4.198|3.| .077|56.23!SI|

2050.|290.|3.|5.| 433664.!-.017| .052| 1747282.|-.35 |3.981|3.| .081|4.029|SI|

2250.|490.|3.|7.| -773224.!-.021! .065!-2491239.!-.35 |4.153|3.| .078|3.222!SI|

2250.|490.|3.|7.| 165083.|-.005| .01 | 3369870.|-.35 |2.703|3.| .115|20.41|SI|

>2250.| 0.|3.|7.| -910947.!-.024| .076!-2491239.!-.35 |4.153|3.| .078|2.735!SI|

2250.| 0.|3.|7.| 195.|0. |0. | 3369870.!-.35 |2.703|3.| .115|17279!SI|

2535.|285.|3.|4.| 625875.!-.022| .074| 1760861.|-.35 |4.396|3.| .074|2.813|SI|

2579.|329.|3.|3.| 615332.|-.025! .073| 1741148.|-.35 |3.8 |3.| .084|2.83 |SI|

2711.|461.|3.|2.| 468503.|-.014| .029| 3350136.|-.35 |2.47 |3.| .124!7.151|SI|

2820.|570.|3.|2.| -744038.|-.021| .073|-2127191.|-.35 |4.417|3.| .073!2.859|SI|

2820.|570.|3.|2.| 219953.|-.007| .013| 3350136.|-.35 |2.47 |3.| .124|15.23|SI|

>2820.| 0.|3.|2.| -308922.|-.009| .03 |-2127191.!-.35 |4.417|3.| .073!6.886|SI|

2871.| 51.|3.|2.| 45959.|-.001| .003| 3350136.!-.35 |2.47 |3.| .124!72.9 !SI|

3009.|189.|3.|1.| 437395.!-.017| .052| 1749904.|-.35 |4.06 |3.| .079|4.001|SI|

3030.|210.|3.|1.| -562525.!-.018! .056!-2109821.|-.35 |3.976|3.| .081|3.751!SI|

3030.|210.|3.|1.| 437395.|-.017| .052| 1749904.|-.35 |4.06 |3.| .079|4.001|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.|-16648.| 9415.| 55569.| 41600.| 1.01|10. |2.5 |SI|

0.| 0.|3.| 28116.! 9415.| 55569.| 41600.| 1.01|10. |2.5 |SI|

210.|210.|3.|-20277.! 11162.! 55569.! 41600.! 1.01|10. |2.5 |SI|

210.|210.|3.| 23883.| 11162.| 55569.| 41600.| 1.01|10. |2.5 |SI|

> 210.| 0.|3.| -4806.| 11162.| 55569.| 41600.| 1.01|10. |2.5 |SI|

210.| 0.|3.| 15389.! 11162.| 55569.| 41600.| 1.01|10. |2.5 |SI|

780.|570.|3.|-15691.! 11797.! 55569.! 41600.! 1.01|10. |2.5 |SI|

780.|570.|3.| 4201.| 11797.| 55569.| 41600.| 1.01|10. |2.5 |SI|

> 780.| 0.|3.| -7325.| 11797.| 55569.| 41600.| 1.01|10. |2.5 |SI|

780.| 0.|3.| 16900.! 11797.| 55569.| 41600.| 1.01|10. |2.5 |SI|

1270.|490.|3.|-16598.! 11797.! 55569.! 41600.! 1.01|10. |2.5 |SI|

1270.|490.|3.| 7023.| 11797.| 55569.| 41600.| 1.01|10. |2.5 |SI|




>1270.| 0.|3.| -7325.| 11797.| 55569.| 41600.| 1.01|10. |2.5 |SI|

1270.| 0.|3.| 16598.! 11797.| 55569.| 41600.| 1.01|10. |2.5 |SI|

1760.|490.|3.|-16598.! 11797.! 55569.! 41600.! 1.01|10. |2.5 |SI|

1760.|490.|3.| 7325.| 11797.| 55569.| 41600.| 1.01|10. |2.5 |SI|

>1760.| 0.|3.| -7325.| 11797.| 55569.| 41600.| 1.01|10. |2.5 |SI|

1760.| 0.|3.| 16900.! 11797.| 55569.| 41600.| 1.01|10. |2.5 |SI|

2250.|490.|3.|-16598.! 11797.! 55569.! 41600.! 1.01|10. |2.5 |SI|

2250.|490.|3.| 7023.| 11797.| 55569.| 41600.| 1.01|10. |2.5 |SI|

>2250.| 0.|3.| -4201.| 11797.! 55569.| 41600.| 1.01|10. |2.5 |SI|

2250.| 0.|3.| 15691.! 11797.| 55569.| 41600.| 1.01|10. |2.5 |SI|

2820.|570.|3.|-15086.! 11162.| 55569.! 41600.! 1.01|10. |2.5 |SI|

2820.|570.|3.| 4503.| 11162.| 55569.| 41600.| 1.01|10. |2.5 |SI|

>2820.| 0.|3.|-24186.| 11162.! 55569.| 41600.| 1.01|10. |2.5 |SI|

2820.| 0.|3.| 20277.! 11162.| 55569.| 41600.| 1.01|10. |2.5 |SI|

3030.|210.|3.|-27814.! 9415.| 55569.! 41600.! 1.01|10. |2.5 |SI|

3030.|210.|3.| 16346.| 9415.| 55569.| 41600.| 1.01|10. |2.5 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -85026.| -3.8| 176.4|11.12| 7.5 | .005 | 17.01| .009|SI|

21.| 21.|3.|1.| -78116.| -3.5| 162. |11.12| 7.5 | .0046| 17.01| .008|SI|

92.| 92.|3.|1.| 63033.! -3.4| 157.3| 9.24| 7.5 | .0045| 22.31| .01 |SI|

210.|210.|3.|2.| -347443.! -13.7! 715.6!11.12| 7.5 | .0204| 17.01| .035!SI|

> 210.| 0.|3.|2.| -379126.| -15. | 780.9|11.12| 7.5 | .0223| 17.01| .038|SI|

451.|241.|3.|3.| 383943.| -21.8! 961.7| 9.24| 7.5 | .0275| 22.31| .061|SI|

495.|285.|3.|4.| 410271.! -20. |1017.5! 9.24| 7.5 | .0291| 22.31| .065!SI|

780.|570.|3.|7.| -452974.! -16.9| 793.8|13.13| 7.5 | .0227| 15.6 | .035|SI|

> 780.| 0.|3.|7.| -519015.! -19.4! 909.6!13.13| 7.5 | .026 | 15.6 | .041|SI|

1025.|245.|3.|8.| 305239.! -14.4| 756. | 9.24| 7.5 | .0216| 22.31| .048!SI|

1270.|490.|3.|7.| -338436.| -12.6| 593.1|13.13| 7.5 | .0169| 15.6 | .026|SI|

>1270.| 0.|3.|7.| -358969.| -13.4| 629.1|13.13| 7.5 | .018 | 15.6 | .028|SI|

1470.|200.|3.|5.| 279727.| -15.4! 698.9| 9.24| 7.5 | .02 | 22.31| .045|SI|

1515.|245.|3.|8.| 305671.! -14.5| 757.1! 9.24| 7.5 | .0216| 22.31| .048!SI|

1760.|490.|3.|7.| -385146.! -14.4| 675. |13.13| 7.5 | .0193| 15.6 | .03 |SI|

>1760.| 0.|3.|7.| -419671.| -15.7| 735.5|13.13| 7.5 | .021 | 15.6 | .033|SI|

2005.|245.|3.|8.| 303790.! -14.4| 752.4| 9.24| 7.5 | .0215| 22.31| .048!SI|

2250.|490.|3.|7.| -442240.! -16.5! 775. !13.13| 7.5 | .0221| 15.6 | .035|SI|

>2250.| 0.|3.|7.| -452813.! -16.9| 793.6|13.13| 7.5 | .0227| 15.6 | .035|SI|

2535.|285.|3.|4.| 439137.! -21.4|1089.1! 9.24| 7.5 | .0311| 22.31| .069!SI|

2579.|329.|3.|3.| 424844.| -24.2!1064.2| 9.24| 7.5 | .0304| 22.31| .068|SI|

2820.|570.|3.|2.| -409323.| -16.2| 843.1|11.12| 7.5 | .0241| 17.01| .041|SI|

>2820.| 0.|3.|2.| -183193.! -7.2! 377.3!11.12| 7.5 | .0108| 17.01| .018!SI|

2938.|118.|3.|1.| 62111.! -3.4| 155. | 9.24| 7.5 | .0044| 22.31| .01 |SI|

3030.|210.|3.|1.| -144201.| -6.4| 299.1|11.12| 7.5 | .0085| 17.01| .015|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -53796.| -2.4| 111.6|11.12| 7.5 | .0032| 17.01| .005|SI|

21.| 21.|3.|1.| -50194.| -2.2| 104.1|11.12| 7.5 | .003 | 17.01| .005|SI|

92.| 92.|3.|1.| 62229.! -3.4| 155.3| 9.24| 7.5 | .0044| 22.31| .01 |SI|

210.|210.|3.|2.| -380443.! -15.1! 783.6!11.12| 7.5 | .0224| 17.01| .038!SI|

> 210.| 0.|3.|2.| -397161.| -15.7| 818. |11.12| 7.5 | .0234| 17.01| .04 |SI|

451.|241.|3.|3.| 384587.| -21.9! 963.4| 9.24| 7.5 | .0275| 22.31| .061|SI|

495.|285.|3.|4.| 410817.! -20. |1018.9! 9.24| 7.5 | .0291| 22.31| .065!SI|

780.|570.|3.|7.| -475878.! -17.8| 834. |13.13| 7.5 | .0238| 15.6 | .037|SI|

> 780.| 0.|3.|7.| -498165.! -18.6! 873. !13.13| 7.5 | .0249| 15.6 | .039|SI|

1025.|245.|3.|8.| 305779.! -14.5| 757.3| 9.24| 7.5 | .0216| 22.31| .048!SI|

1270.|490.|3.|7.| -343675.| -12.8| 602.3|13.13| 7.5 | .0172| 15.6 | .027|SI|

>1270.| 0.|3.|7.| -361943.| -13.5| 634.3|13.13| 7.5 | .0181| 15.6 | .028|SI|

1470.|200.|3.|5.| 279252.| -15.4! 697.7| 9.24| 7.5 | .0199| 22.31| .044|SI|

1515.|245.|3.|8.| 305600.! -14.5| 756.9! 9.24| 7.5 | .0216| 22.31| .048!SI|

1760.|490.|3.|7.| -382366.! -14.3| 670.1|13.13| 7.5 | .0191| 15.6 | .03 |SI|

>1760.| 0.|3.|7.| -411105.| -15.3| 720.5|13.13| 7.5 | .0206| 15.6 | .032|SI|

2005.|245.|3.|8.| 304479.! -14.4| 754.1| 9.24| 7.5 | .0215| 22.31| .048!SI|

2250.|490.|3.|7.| -434675.! -16.2! 761.8!13.13| 7.5 | .0218| 15.6 | .034|SI|

>2250.| 0.|3.|7.| -476428.! -17.8| 834.9|13.13| 7.5 | .0239| 15.6 | .037|SI|

2535.|285.|3.|4.| 411207.! -20. |1019.8! 9.24| 7.5 | .0291| 22.31| .065!SI|

2579.|329.|3.|3.| 395501.| -22.5! 990.7| 9.24| 7.5 | .0283| 22.31| .063|SI|

2820.|570.|3.|2.| -409323.| -16.2| 843.1|11.12| 7.5 | .0241| 17.01| .041|SI|

>2820.| 0.|3.|2.| -239642.! -9.5! 493.6!11.12| 7.5 | .0141| 17.01| .024!SI|

2938.|118.|3.|1.| 61350.! -3.3| 153.1| 9.24| 7.5 | .0044| 22.31| .01 |SI|

3030.|210.|3.|1.| -84136.| -3.7| 174.5|11.12| 7.5 | .005 | 17.01| .008|SI|



21.| 21.|3.|1.| -51098.| -2.3| 106. |11.12| 7.5 | .003 | 17.01| .005|SI|

92.| 92.|3.|1.| 63093.! -3.4| 157.4| 9.24| 7.5 | .0045| 22.31| .01 |SI|

210.|210.|3.|2.| -389107.! -15.4! 801.4!11.12| 7.5 | .0229| 17.01| .039!SI|

> 210.| 0.|3.|2.| -401652.| -15.9| 827.3|11.12| 7.5 | .0236| 17.01| .04 |SI|

451.|241.|3.|3.| 384985.| -21.9! 964.4| 9.24| 7.5 | .0276| 22.31| .061|SI|

495.|285.|3.|4.| 411190.! -20. |1019.8! 9.24| 7.5 | .0291| 22.31| .065!SI|

780.|570.|3.|7.| -481667.! -18. | 844.1|13.13| 7.5 | .0241| 15.6 | .038|SI|

> 780.| 0.|3.|7.| -492962.! -18.4! 863.9!13.13| 7.5 | .0247| 15.6 | .038|SI|

1025.|245.|3.|8.| 302543.! -14.3| 749.3| 9.24| 7.5 | .0214| 22.31| .048!SI|

1270.|490.|3.|7.| -345006.| -12.9| 604.6|13.13| 7.5 | .0173| 15.6 | .027|SI|

>1270.| 0.|3.|7.| -362661.| -13.5| 635.6|13.13| 7.5 | .0182| 15.6 | .028|SI|

1470.|200.|3.|5.| 279167.| -15.4! 697.5| 9.24| 7.5 | .0199| 22.31| .044|SI|

1515.|245.|3.|8.| 305619.! -14.5| 756.9! 9.24| 7.5 | .0216| 22.31| .048!SI|

1760.|490.|3.|7.| -381595.! -14.2| 668.7|13.13| 7.5 | .0191| 15.6 | .03 |SI|

>1760.| 0.|3.|7.| -408804.| -15.2| 716.4|13.13| 7.5 | .0205| 15.6 | .032|SI|

2005.|245.|3.|8.| 305811.! -14.5| 757.4| 9.24| 7.5 | .0216| 22.31| .048!SI|

2250.|490.|3.|7.| -432941.! -16.1! 758.7!13.13| 7.5 | .0217| 15.6 | .034|SI|

>2250.| 0.|3.|7.| -482368.! -18. | 845.3|13.13| 7.5 | .0242| 15.6 | .038|SI|

2535.|285.|3.|4.| 411477.! -20. |1020.5! 9.24| 7.5 | .0292| 22.31| .065!SI|

2579.|329.|3.|3.| 395122.| -22.5! 989.7| 9.24| 7.5 | .0283| 22.31| .063|SI|

2820.|570.|3.|2.| -409323.| -16.2| 843.1|11.12| 7.5 | .0241| 17.01| .041|SI|

>2820.| 0.|3.|2.| -254269.! -10.1! 523.7!11.12| 7.5 | .015 | 17.01| .025!SI|

2938.|118.|3.|1.| 62012.! -3.4| 154.8| 9.24| 7.5 | .0044| 22.31| .01 |SI|

3030.|210.|3.|1.| -68867.| -3. | 142.8|11.12| 7.5 | .0041| 17.01| .007|SI|






1|20.36| .64 |11.12| .349|4d16 +2d14 | 9.24| .29 |6d14 |

2|29.59| .93 |11.12| .349|4d16 +2d14 |18.47| .58 |6d14 +6d14 |

3|17.28| .543| 8.04| .253|4d16 | 9.24| .29 |6d14 |

4|27.33| .859|18.1 | .569|5d16 +4d16 | 9.24| .29 |6d14 |

5|19.29| .606|10.05| .316|5d16 | 9.24| .29 |6d14 |

6|22.37| .703|13.13| .413|2d14 +5d16 | 9.24| .29 |6d14 |

7|31.6 | .993|13.13| .413|2d14 +5d16 |18.47| .58 |6d14 +6d14 |

8|29.34| .922|20.11| .632|5d16 +5d16 | 9.24| .29 |6d14 |

9|22.37| .703|10.05| .316|5d16 |12.32| .387|2d14 +6d14 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A636| 3| 3| 3| 0| 210.| 180.| 4.2 |1.3|2.447| 54.956|

2| A635| 3| 3| 3| 0| 570.| 540.| 11.4 |1.5|2.313| 57.079|

3| A634| 3| 3| 3| 0| 490.| 460.| 9.8 |1.5|5. |123.401|

4| A633| 3| 3| 3| 0| 490.| 460.| 9.8 |1.5|3.115| 76.871|

5| A632| 3| 3| 3| 0| 490.| 460.| 9.8 |1.5|5. |123.401|

6| A631| 3| 3| 3| 0| 570.| 540.| 11.4 |1.5|2.319| 57.222|

7| A630| 3| 3| 3| 0| 210.| 180.| 4.2 |1.3|2.433| 54.65 |


SLU |









SLU |

Nome Descrizione |




4.|permanenti |


6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -451528.|-.021| .055|-1695001.|-.35 |3.304|3.| .096|3.754|SI|

0.| 0.|3.|1.| 466006.!-.028! .085! 1140120.|-.35 |4.086|3.| .079!2.447!SI|

118.|118.|3.|2.| 121875.|-.006| .011| 2194240.!-.35 |2.626|3.| .118!18. |SI|

159.|159.|3.|2.| 36836.|-.002| .003| 2194240.|-.35 |2.626|3.| .118|59.57!SI|

210.|210.|3.|2.| -483428.!-.02 | .058|-1718003.!-.35 |3.968|3.| .081|3.554|SI|

210.|210.|3.|2.| 48869.|-.002| .005| 2194240.|-.35 |2.626|3.| .118|44.9 |SI|

> 210.| 0.|3.|2.| -615265.|-.026| .074|-1718003.|-.35 |3.968|3.| .081|2.792|SI|

210.| 0.|3.|2.| 352501.|-.017| .033| 2194240.!-.35 |2.626|3.| .118|6.225|SI|

407.|197.|3.|3.| -10376.|-.001| .002|-1152806.|-.35 |4.246|3.| .076|111.1!SI|

451.|241.|3.|3.| 481812.|-.032! .088| 1131991.|-.35 |3.717|3.| .086|2.349|SI|

495.|285.|3.|4.| -53499.|-.002| .005|-2198141.!-.35 |2.579|3.| .119!41.09|SI|

495.|285.|3.|4.| 494942.!-.028| .09 | 1144681.|-.35 |4.3 |3.| .075!2.313|SI|

780.|570.|3.|6.| -745506.!-.031| .09 !-1718003.|-.35 |3.968|3.| .081|2.304!SI|




780.|570.|3.|6.| 178241.|-.009| .017| 2194240.|-.35 |2.626|3.| .118|12.31|SI|

> 780.| 0.|3.|6.| -715760.!-.03 ! .086!-1718003.|-.35 |3.968|3.| .081|2.4 !SI|

780.| 0.|3.|6.| 366890.!-.018| .034| 2194240.!-.35 |2.626|3.| .118|5.981|SI|

1025.|245.|3.|4.| -12784.|-.001| .001|-2198141.!-.35 |2.579|3.| .119!171.9!SI|

1025.|245.|3.|4.| 260620.|-.014| .047| 1144681.|-.35 |4.3 |3.| .075!4.392|SI|

1270.|490.|3.|6.| -576243.|-.024| .07 |-1718003.|-.35 |3.968|3.| .081|2.981|SI|

1270.|490.|3.|6.| 55503.|-.003| .005| 2194240.|-.35 |2.626|3.| .118|39.53|SI|

>1270.| 0.|3.|6.| -525802.|-.022| .063|-1718003.|-.35 |3.968|3.| .081|3.267|SI|

1270.| 0.|3.|6.| 337985.|-.016| .031| 2194240.!-.35 |2.626|3.| .118|6.492|SI|

1470.|200.|3.|3.| 352190.|-.023! .064| 1131991.|-.35 |3.717|3.| .086|3.214|SI|

1515.|245.|3.|4.| -23293.|-.001| .002|-2198141.!-.35 |2.579|3.| .119!94.37!SI|

1515.|245.|3.|4.| 367514.!-.021| .067! 1144681.|-.35 |4.3 |3.| .075!3.115!SI|

1760.|490.|3.|6.| -528339.!-.022| .064|-1718003.|-.35 |3.968|3.| .081|3.252|SI|

1760.|490.|3.|6.| 160632.|-.008| .015| 2194240.|-.35 |2.626|3.| .118|13.66|SI|

>1760.| 0.|3.|6.| -572672.|-.024| .069|-1718003.|-.35 |3.968|3.| .081|3. |SI|

1760.| 0.|3.|6.| 366847.!-.018| .034| 2194240.!-.35 |2.626|3.| .118|5.981|SI|

1960.|200.|3.|3.| -27785.|-.001| .005|-1152806.|-.35 |4.246|3.| .076|41.49!SI|

2005.|245.|3.|4.| -67451.|-.003| .006|-2198141.!-.35 |2.579|3.| .119!32.59|SI|

2005.|245.|3.|4.| 341155.|-.019| .062| 1144681.|-.35 |4.3 |3.| .075!3.355|SI|

2250.|490.|3.|6.| -719922.!-.03 ! .087!-1718003.|-.35 |3.968|3.| .081|2.386!SI|

2250.|490.|3.|6.| 174447.|-.008| .016| 2194240.|-.35 |2.626|3.| .118|12.58|SI|

>2250.| 0.|3.|6.| -742366.!-.031| .09 !-1718003.|-.35 |3.968|3.| .081|2.314!SI|

2250.| 0.|3.|6.| 457867.|-.022| .043| 2194240.|-.35 |2.626|3.| .118|4.792|SI|

2535.|285.|3.|4.| -14764.|-.001| .001|-2198141.!-.35 |2.579|3.| .119!148.9!SI|

2535.|285.|3.|4.| 493710.!-.028| .089| 1144681.|-.35 |4.3 |3.| .075!2.319|SI|

2579.|329.|3.|3.| 480167.|-.032! .088| 1131991.|-.35 |3.717|3.| .086|2.357|SI|

2711.|461.|3.|2.| 311571.|-.015| .029| 2194240.!-.35 |2.626|3.| .118|7.042|SI|

2820.|570.|3.|2.| -619265.|-.026| .075|-1718003.|-.35 |3.968|3.| .081|2.774|SI|

2820.|570.|3.|2.| 156060.|-.008| .015| 2194240.|-.35 |2.626|3.| .118|14.06|SI|

>2820.| 0.|3.|2.| -487499.!-.02 | .059|-1718003.!-.35 |3.968|3.| .081|3.524|SI|

2820.| 0.|3.|2.| 257552.|-.012| .024| 2194240.!-.35 |2.626|3.| .118!8.52 |SI|

2912.| 92.|3.|2.| 106744.|-.005| .01 | 2194240.|-.35 |2.626|3.| .118|20.56!SI|

2938.|118.|3.|1.| 214372.|-.013| .039| 1140120.|-.35 |4.086|3.| .079!5.318|SI|

3009.|189.|3.|1.| 468618.!-.028! .085! 1140120.|-.35 |4.086|3.| .079|2.433!SI|

3030.|210.|3.|1.| -454628.|-.021| .055|-1695001.|-.35 |3.304|3.| .096|3.728|SI|

3030.|210.|3.|1.| 468618.|-.028| .085| 1140120.|-.35 |4.086|3.| .079|2.433|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.|-10241.| 5230.| 34752.| 34944.| 1.01|10. |2.1 |SI|

0.| 0.|3.| 21004.! 5230.| 34752.| 34944.| 1.01|10. |2.1 |SI|

210.|210.|3.|-10335.! 7058.! 34752.! 34944.! 1.01|10. |2.1 |SI|

210.|210.|3.| 20784.| 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

> 210.| 0.|3.| -2014.| 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

210.| 0.|3.| 11965.! 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

780.|570.|3.| -6924.! 7058.! 34752.! 34944.! 1.01|10. |2.1 |SI|

780.|570.|3.| 7322.| 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

> 780.| 0.|3.| -3305.| 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

780.| 0.|3.| 12916.! 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

1270.|490.|3.| -7252.! 7058.! 34752.! 34944.! 1.01|10. |2.1 |SI|

1270.|490.|3.| 8717.| 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

>1270.| 0.|3.| -3726.| 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

1270.| 0.|3.| 12494.! 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

1760.|490.|3.| -7517.! 7058.! 34752.! 34944.! 1.01|10. |2.1 |SI|

1760.|490.|3.| 8451.| 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

>1760.| 0.|3.| -3802.| 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

1760.| 0.|3.| 12418.! 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

2250.|490.|3.| -7409.! 7058.! 34752.! 34944.! 1.01|10. |2.1 |SI|

2250.|490.|3.| 8559.| 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

>2250.| 0.|3.| -1723.| 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

2250.| 0.|3.| 12256.! 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

2820.|570.|3.| -6235.! 7058.! 34752.! 34944.! 1.01|10. |2.1 |SI|

2820.|570.|3.| 7493.| 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

>2820.| 0.|3.|-14712.| 7058.! 34752.| 34944.| 1.01|10. |2.1 |SI|

2820.| 0.|3.| 16659.! 7058.| 34752.| 34944.| 1.01|10. |2.1 |SI|

3030.|210.|3.|-17159.! 5230.| 34752.! 34944.! 1.01|10. |2.1 |SI|

3030.|210.|3.| 13959.| 5230.| 34752.| 34944.| 1.01|10. |2.1 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| 0.| 0.|3.|1.| 445827.! -37.9!1702.9! 6.03| 7.5 | .0506| 49.72| .251!SI|

15.| 15.|3.|1.| -34488.| -2.2| 88.2| 9.11| 7.5 | .0025| 13.89| .004|SI|

15.| 15.|3.|1.| 395639.| -33.6|1511.2| 6.03| 7.5 | .0432| 49.72| .215|SI|

210.|210.|3.|2.| -231714.! -13.5| 587.2| 9.11| 7.5 | .0168| 13.89| .023|SI|

210.|210.|3.|2.| 48869.| -3.3| 95.7|12.06| 7.5 | .0027| 15.09| .004|SI|

> 210.| 0.|3.|2.| -324090.| -18.8| 821.3| 9.11| 7.5 | .0238| 13.89| .033|SI|

210.| 0.|3.|2.| 320742.| -21.9| 628. |12.06| 7.5 | .0179| 15.09| .027|SI|

451.|241.|3.|3.| 325292.| -30. !1250. | 6.03| 7.5 | .0357| 48.81| .174|SI|

495.|285.|3.|4.| 342642.! -27. |1303.3! 6.03| 7.5 | .0372| 50.5 | .188!SI|

780.|570.|3.|6.| -471412.! -27.4|1194.6| 9.11| 7.5 | .0416| 13.89| .058|SI|

780.|570.|3.|6.| 104874.| -7.2| 205.4|12.06| 7.5 | .0059| 15.09| .009|SI|

> 780.| 0.|3.|6.| -307378.| -17.9| 778.9| 9.11| 7.5 | .0223| 13.89| .031|SI|

780.| 0.|3.|6.| 352458.! -24.1! 690.1|12.06| 7.5 | .0197| 15.09| .03 |SI|

890.|110.|3.|5.| 212508.| -18. | 811.7! 6.03| 7.5 | .0232| 49.72| .115!SI|

1270.|490.|3.|6.| -318187.! -18.5| 806.3| 9.11| 7.5 | .0231| 13.89| .032|SI|

1270.|490.|3.|6.| 12793.| -.9| 25. |12.06| 7.5 | .0007| 15.09| .001|SI|

>1270.| 0.|3.|6.| -310107.| -18. | 785.9| 9.11| 7.5 | .0225| 13.89| .031|SI|

1270.| 0.|3.|6.| 255151.! -17.4| 499.6|12.06| 7.5 | .0143| 15.09| .022|SI|

1515.|245.|3.|4.| 210359.| -16.6| 800.1| 6.03| 7.5 | .0229| 50.5 | .115!SI|

1760.|490.|3.|6.| -317148.! -18.4! 803.7! 9.11| 7.5 | .023 | 13.89| .032|SI|

1760.|490.|3.|6.| 61652.| -4.2| 120.7|12.06| 7.5 | .0034| 15.09| .005|SI|

>1760.| 0.|3.|6.| -305290.| -17.7| 773.7| 9.11| 7.5 | .0221| 13.89| .031|SI|

1760.| 0.|3.|6.| 270844.! -18.5| 530.3|12.06| 7.5 | .0152| 15.09| .023|SI|

2005.|245.|3.|4.| 168912.| -13.3| 642.5| 6.03| 7.5 | .0184| 50.5 | .093!SI|

2250.|490.|3.|6.| -342447.! -19.9! 867.8! 9.11| 7.5 | .026 | 13.89| .036|SI|

2250.|490.|3.|6.| 49395.| -3.4| 96.7|12.06| 7.5 | .0028| 15.09| .004|SI|

>2250.| 0.|3.|6.| -461481.! -26.8!1169.5! 9.11| 7.5 | .0404| 13.89| .056|SI|

2250.| 0.|3.|6.| 344853.! -23.5| 675.2|12.06| 7.5 | .0193| 15.09| .029|SI|

2535.|285.|3.|4.| 282167.| -22.3|1073.2| 6.03| 7.5 | .0307| 50.5 | .155!SI|

2820.|570.|3.|2.| -338898.| -19.7| 858.8| 9.11| 7.5 | .0256| 13.89| .036|SI|

2820.|570.|3.|2.| 54884.| -3.7| 107.5|12.06| 7.5 | .0031| 15.09| .005|SI|

>2820.| 0.|3.|2.| -182796.| -10.6| 463.2| 9.11| 7.5 | .0132| 13.89| .018|SI|




2820.| 0.|3.|2.| 257552.! -17.6| 504.3|12.06| 7.5 | .0144| 15.09| .022|SI|

3030.|210.|3.|1.| -423354.! -27.6!1082.9! 9.11| 7.5 | .0363| 13.89| .05 !SI|

3030.|210.|3.|1.| 24712.| -2.1| 94.4| 6.03| 7.5 | .0027| 49.72| .013|SI|



15.| 15.|3.|1.| -38173.| -2.5| 97.6| 9.11| 7.5 | .0028| 13.89| .004|SI|

15.| 15.|3.|1.| 395639.| -33.6|1511.2| 6.03| 7.5 | .0432| 49.72| .215|SI|

210.|210.|3.|2.| -231995.! -13.5| 587.9| 9.11| 7.5 | .0168| 13.89| .023|SI|

210.|210.|3.|2.| 48869.| -3.3| 95.7|12.06| 7.5 | .0027| 15.09| .004|SI|

> 210.| 0.|3.|2.| -349061.| -20.3| 884.6| 9.11| 7.5 | .0268| 13.89| .037|SI|

210.| 0.|3.|2.| 322369.| -22. | 631.2|12.06| 7.5 | .018 | 15.09| .027|SI|

451.|241.|3.|3.| 320434.| -29.6!1231.4| 6.03| 7.5 | .0352| 48.81| .172|SI|

495.|285.|3.|4.| 341549.! -26.9|1299.1! 6.03| 7.5 | .0371| 50.5 | .187!SI|

780.|570.|3.|6.| -440178.! -25.6|1115.5| 9.11| 7.5 | .0378| 13.89| .053|SI|

780.|570.|3.|6.| 93261.| -6.4| 182.6|12.06| 7.5 | .0052| 15.09| .008|SI|

> 780.| 0.|3.|6.| -345306.! -20.1| 875.1! 9.11| 7.5 | .0264| 13.89| .037|SI|

780.| 0.|3.|6.| 352458.! -24.1! 690.1|12.06| 7.5 | .0197| 15.09| .03 |SI|

890.|110.|3.|5.| 212508.| -18. | 811.7| 6.03| 7.5 | .0232| 49.72| .115!SI|

1270.|490.|3.|6.| -310442.| -18. | 786.7| 9.11| 7.5 | .0225| 13.89| .031|SI|

1270.|490.|3.|6.| 12793.| -.9| 25. |12.06| 7.5 | .0007| 15.09| .001|SI|

>1270.| 0.|3.|6.| -303969.| -17.7| 770.3| 9.11| 7.5 | .022 | 13.89| .031|SI|

1270.| 0.|3.|6.| 254353.! -17.4| 498. |12.06| 7.5 | .0142| 15.09| .021|SI|

1515.|245.|3.|4.| 215694.| -17. | 820.4! 6.03| 7.5 | .0234| 50.5 | .118!SI|

1760.|490.|3.|6.| -311772.! -18.1! 790.1| 9.11| 7.5 | .0226| 13.89| .031|SI|

1760.|490.|3.|6.| 60856.| -4.2| 119.2|12.06| 7.5 | .0034| 15.09| .005|SI|

>1760.| 0.|3.|6.| -297464.| -17.3| 753.8| 9.11| 7.5 | .0215| 13.89| .03 |SI|

1760.| 0.|3.|6.| 270844.! -18.5| 530.3|12.06| 7.5 | .0152| 15.09| .023|SI|

2005.|245.|3.|4.| 153418.| -12.1| 583.5| 6.03| 7.5 | .0167| 50.5 | .084!SI|

2250.|490.|3.|6.| -365878.! -21.3! 927.2! 9.11| 7.5 | .0289| 13.89| .04 |SI|

2250.|490.|3.|6.| 49395.| -3.4| 96.7|12.06| 7.5 | .0028| 15.09| .004|SI|

>2250.| 0.|3.|6.| -428027.! -24.9!1084.7| 9.11| 7.5 | .0364| 13.89| .051|SI|

2250.| 0.|3.|6.| 342798.! -23.4| 671.2|12.06| 7.5 | .0192| 15.09| .029|SI|

2535.|285.|3.|4.| 285689.| -22.5|1086.6! 6.03| 7.5 | .031 | 50.5 | .157!SI|

2820.|570.|3.|2.| -362845.| -21.1| 919.5| 9.11| 7.5 | .0285| 13.89| .04 |SI|

2820.|570.|3.|2.| 56490.| -3.9| 110.6|12.06| 7.5 | .0032| 15.09| .005|SI|

>2820.| 0.|3.|2.| -220095.| -12.8| 557.8| 9.11| 7.5 | .0159| 13.89| .022|SI|

2820.| 0.|3.|2.| 257552.! -17.6| 504.3|12.06| 7.5 | .0144| 15.09| .022|SI|

3030.|210.|3.|1.| -423354.! -27.6!1082.9! 9.11| 7.5 | .0363| 13.89| .05 !SI|

3030.|210.|3.|1.| 24712.| -2.1| 94.4| 6.03| 7.5 | .0027| 49.72| .013|SI|



15.| 15.|3.|1.| -38173.| -2.5| 97.6| 9.11| 7.5 | .0028| 13.89| .004|SI|

15.| 15.|3.|1.| 395639.| -33.6|1511.2| 6.03| 7.5 | .0432| 49.72| .215|SI|

210.|210.|3.|2.| -233962.! -13.6| 592.9| 9.11| 7.5 | .0169| 13.89| .024|SI|

210.|210.|3.|2.| 48869.| -3.3| 95.7|12.06| 7.5 | .0027| 15.09| .004|SI|

> 210.| 0.|3.|2.| -355644.| -20.7| 901.3| 9.11| 7.5 | .0276| 13.89| .038|SI|

210.| 0.|3.|2.| 323659.| -22.1| 633.7|12.06| 7.5 | .0181| 15.09| .027|SI|

451.|241.|3.|3.| 320241.| -29.6!1230.6| 6.03| 7.5 | .0352| 48.81| .172|SI|

495.|285.|3.|4.| 342325.! -27. |1302.1! 6.03| 7.5 | .0372| 50.5 | .188!SI|

780.|570.|3.|6.| -432392.! -25.1|1095.8| 9.11| 7.5 | .0369| 13.89| .051|SI|

780.|570.|3.|6.| 91607.| -6.3| 179.4|12.06| 7.5 | .0051| 15.09| .008|SI|

> 780.| 0.|3.|6.| -355146.! -20.6| 900. ! 9.11| 7.5 | .0276| 13.89| .038|SI|

780.| 0.|3.|6.| 352458.! -24.1! 690.1|12.06| 7.5 | .0197| 15.09| .03 |SI|

890.|110.|3.|5.| 212508.| -18. | 811.7| 6.03| 7.5 | .0232| 49.72| .115!SI|

1270.|490.|3.|6.| -308505.| -17.9| 781.8| 9.11| 7.5 | .0223| 13.89| .031|SI|

1270.|490.|3.|6.| 12793.| -.9| 25. |12.06| 7.5 | .0007| 15.09| .001|SI|

>1270.| 0.|3.|6.| -302438.| -17.6| 766.4| 9.11| 7.5 | .0219| 13.89| .03 |SI|

1270.| 0.|3.|6.| 254154.! -17.4| 497.7|12.06| 7.5 | .0142| 15.09| .021|SI|

1515.|245.|3.|4.| 217027.| -17.1| 825.5! 6.03| 7.5 | .0236| 50.5 | .119!SI|

1760.|490.|3.|6.| -310428.! -18. ! 786.7| 9.11| 7.5 | .0225| 13.89| .031|SI|

1760.|490.|3.|6.| 60657.| -4.1| 118.8|12.06| 7.5 | .0034| 15.09| .005|SI|

>1760.| 0.|3.|6.| -295514.| -17.2| 748.9| 9.11| 7.5 | .0214| 13.89| .03 |SI|

1760.| 0.|3.|6.| 270844.! -18.5| 530.3|12.06| 7.5 | .0152| 15.09| .023|SI|

2005.|245.|3.|4.| 149540.| -11.8| 568.8| 6.03| 7.5 | .0163| 50.5 | .082!SI|

2250.|490.|3.|6.| -374557.! -21.8! 949.2! 9.11| 7.5 | .0299| 13.89| .042|SI|

2250.|490.|3.|6.| 49395.| -3.4| 96.7|12.06| 7.5 | .0028| 15.09| .004|SI|

>2250.| 0.|3.|6.| -419696.! -24.4|1063.6| 9.11| 7.5 | .0354| 13.89| .049|SI|

2250.| 0.|3.|6.| 342286.! -23.4| 670.2|12.06| 7.5 | .0191| 15.09| .029|SI|

2535.|285.|3.|4.| 286553.| -22.6|1089.9! 6.03| 7.5 | .0311| 50.5 | .157!SI|

2579.|329.|3.|3.| 264611.| -24.4!1016.8| 6.03| 7.5 | .0291| 48.81| .142|SI|

2820.|570.|3.|2.| -368833.| -21.4| 934.7| 9.11| 7.5 | .0292| 13.89| .041|SI|

2820.|570.|3.|2.| 56891.| -3.9| 111.4|12.06| 7.5 | .0032| 15.09| .005|SI|

>2820.| 0.|3.|2.| -229468.| -13.3| 581.5| 9.11| 7.5 | .0166| 13.89| .023|SI|

2820.| 0.|3.|2.| 257552.! -17.6| 504.3|12.06| 7.5 | .0144| 15.09| .022|SI|

3030.|210.|3.|1.| -423354.! -27.6!1082.9! 9.11| 7.5 | .0363| 13.89| .05 !SI|

3030.|210.|3.|1.| 24712.| -2.1| 94.4| 6.03| 7.5 | .0027| 49.72| .013|SI|



1|15.14| .821| 9.11| .494|3d16 +2d14 | 6.03| .327|3d16 |

2|21.17|1.148| 9.11| .494|3d16 +2d14 |12.06| .654|3d16 +3d16 |

3|12.06| .654| 6.03| .327|3d16 | 6.03| .327|3d16 |

4|18.1 | .981|12.06| .654|3d16 +3d16 | 6.03| .327|3d16 |

5|15.14| .821| 9.11| .494|2d14 +3d16 | 6.03| .327|3d16 |

6|21.17|1.148| 9.11| .494|2d14 +3d16 |12.06| .654|3d16 +3d16 |

7|15.14| .821| 6.03| .327|3d16 | 9.11| .494|2d14 +3d16 |




6.2 Spogliatoio

Rappresentazione grafica delle sollecitazioni di momento flettente indotte dal caso di carico che

prevede come azione variabile principale la folla (4 KN/m2)con indicazione dei valori massimi.




Rappresentazione grafica dei momenti flettenti per il telaio della facciata lato strada.




Visualizzazione della “deformata” del fabbricato spogliatoio per effetto dell’azione sismica

agente lungo il lato lungo dell’edificio.

DATI STRUTTURA:

*** DATI STRUTTURA

Unita` di misura :

LUNGHEZZE : cm

SUPERFICI : cm2

DATI SEZIONALI : cm

ANGOLI : gradi

FORZE : daN

MOMENTI : daNcm

CARICHI LINEARI : daN/cm

CARICHI SUPERFIC.: daN/cm2

TENSIONI : daN/cm2

PESI DI VOLUME : daN/cm3

COEFF. DI WINKLER: daN/cm3

RIGIDEZZE VINCOL.: daN/cm - daNcm/rad

NODI--|-----------|-----------|-----------|-----------|-----------|num.= 91

Nome Coord. X Coord. Y Coord. Z

1 0.113 0.000 0.000

2 188.684 0.000 0.000

3 698.700 0.000 0.000

4 1033.700 0.000 0.000

5 1468.684 0.000 0.000

6 2011.638 0.000 0.000

7 2503.700 0.000 0.000

8 2920.034 0.000 0.000

9 87.955 328.200 0.000

11 198.215 739.400 0.000

12 283.728 1058.305 0.000

13 340.300 1269.400 0.000

27 263.674 328.927 0.000

28 738.300 328.925 0.000

29 1098.445 328.200 0.000

30 2134.042 328.200 0.000

31 2147.142 363.324 0.000

33 821.000 507.130 0.000

34 1098.445 403.656 0.000

35 404.336 1013.323 0.000

36 830.652 854.324 0.000

37 1275.724 688.329 0.000

38 1720.720 522.363 0.000

39 2224.223 570.000 0.000

40 2503.700 570.000 0.000

41 2920.034 570.000 0.000

42 2920.034 460.000 0.000

43 2920.034 250.000 0.000

44 340.300 1269.400 179.000

45 283.728 1058.305 179.000

46 198.215 739.400 179.000

47 87.955 328.200 179.000

48 0.113 0.000 179.000

49 188.684 0.000 179.000

50 698.700 0.000 179.000




51 1033.700 0.000 179.000

52 1468.684 0.000 179.000

53 2011.638 0.000 179.000

54 2503.700 0.000 179.000

55 2920.034 0.000 179.000

56 2920.034 570.000 179.000

57 2503.700 570.000 179.000

59 404.336 1013.323 179.000

60 830.652 854.324 179.000

61 1275.724 688.329 179.000

62 1720.720 522.363 179.000

63 2147.142 363.324 179.000

64 821.000 507.130 179.000

67 263.674 328.927 179.000

68 738.300 328.925 179.000

69 1098.445 403.656 179.000

70 1613.800 328.200 0.000

71 1613.800 328.200 179.000

72 1098.445 328.200 179.000

73 2134.042 328.200 179.000

75 2224.223 570.000 179.000

76 188.684 0.000 541.000

77 698.700 0.000 541.000

78 1033.700 0.000 541.000

79 1468.684 0.000 541.000

80 2011.638 0.000 541.000

81 2503.700 0.000 541.000

82 2920.034 0.000 541.000

83 0.113 0.000 541.000

84 198.200 739.400 541.000

85 821.000 507.130 541.000

86 1098.445 403.656 541.000

87 1098.445 328.200 541.000

88 87.955 328.200 541.000

89 263.674 328.927 541.000

90 738.300 328.925 541.000

91 1613.800 328.200 541.000

92 2134.042 328.200 541.000

93 283.728 1058.305 541.000

94 404.336 1013.323 541.000

95 830.652 854.324 541.000

96 1275.724 688.329 541.000

97 1720.720 522.363 541.000

98 2147.142 363.324 541.000

99 2224.223 570.000 541.000

100 2503.700 570.000 541.000

102 340.300 1269.400 541.000

103 2920.034 570.000 541.000

104 2791.034 0.000 0.000

105 2616.034 0.000 0.000

106 2453.700 0.000 0.000

107 2338.700 0.000 0.000

108 2338.700 570.000 0.000

109 2453.700 570.000 0.000

110 2616.034 570.000 0.000

111 2791.034 570.000 0.000

ASTE--|-----------|-----------|-----------|-----------|-----------|num.= 151

Nome Proprieta` Nodo iniz. Nodo fin. Rilasci in. Rilasci fin. Orient.

1 2 1 2 180.0

2 2 2 3 180.0

3 2 3 4 180.0

4 2 4 5 180.0

5 2 5 6 180.0

6 2 6 107 180.0

7 2 7 105 180.0

8 2 1 9 180.0

9 2 9 11 180.0

11 2 11 12 180.0

12 2 12 13 180.0

25 3 9 27 0.0

26 3 27 28 0.0

27 3 28 29 0.0

28 3 29 70 0.0

29 3 30 31 0.0

30 3 11 33 0.0

31 3 33 34 0.0

32 3 29 34 0.0

33 3 12 35 0.0

34 3 35 36 0.0

35 3 36 37 0.0

36 3 37 38 0.0

37 3 38 31 0.0

38 3 6 30 0.0

39 3 31 39 0.0

40 2 39 108 180.0

41 2 40 110 180.0

42 3 7 40 0.0

43 2 8 43 180.0

44 2 42 41 180.0

45 1 13 44 -15.0

46 1 12 45 -15.0

47 1 11 46 -15.0

48 1 9 47 -15.0

49 1 1 48 -15.0

50 1 2 49 90.0

51 1 3 50 90.0

52 1 4 51 90.0

53 1 5 52 90.0

54 1 6 53 90.0

55 1 7 54 90.0

56 1 8 55 90.0

57 1 41 56 90.0

58 1 40 57 90.0

61 1 36 60 69.5

62 1 37 61 69.5

63 1 38 62 69.5

64 1 31 63 69.5




65 1 35 59 69.5

66 1 33 64 0.0

69 1 27 67 90.0

70 1 28 68 90.0

71 1 29 72 0.0

72 3 70 30 0.0

73 1 70 71 0.0

74 4 48 49 0.0

75 4 49 50 0.0

76 4 50 51 0.0

77 4 51 52 0.0

78 4 52 53 0.0

79 4 53 54 0.0

80 4 54 55 0.0

81 4 48 47 0.0

82 4 46 45 0.0

83 4 45 44 0.0

84 5 47 67 0.0

85 5 67 68 0.0

86 5 68 72 0.0

87 5 73 63 0.0

88 8 46 64 0.0

89 8 64 69 0.0

90 8 72 69 0.0

91 9 45 59 0.0

92 9 59 60 0.0

93 9 60 61 0.0

94 9 61 62 0.0

95 9 62 63 0.0

96 5 53 73 0.0

97 5 63 75 0.0

98 8 54 57 0.0

99 4 57 56 0.0

100 4 75 57 0.0

101 4 55 56 0.0

103 5 72 71 0.0

104 5 71 73 0.0

105 4 47 46 0.0

106 7 76 77 0.0

107 7 77 78 0.0

108 7 78 79 0.0

109 7 79 80 0.0

110 7 80 81 0.0

111 7 81 82 0.0

112 7 83 76 0.0

113 8 84 85 0.0

114 8 85 86 0.0

115 8 87 86 0.0

116 5 88 89 0.0

117 5 89 90 0.0

118 5 87 91 0.0

119 5 91 92 0.0

120 5 90 87 0.0

121 5 93 94 0.0

122 5 94 95 0.0

123 5 95 96 0.0

124 5 96 97 0.0

125 5 97 98 0.0

126 5 80 92 0.0

127 5 92 98 0.0

128 5 98 99 0.0

129 8 81 100 0.0

130 7 83 88 0.0

131 7 88 84 0.0

132 7 84 93 0.0

133 7 93 102 0.0

134 7 100 103 0.0

135 7 99 100 0.0

136 7 82 103 0.0

137 1 45 93 -15.0

138 1 46 84 -15.0

139 1 47 88 -15.0

140 1 48 83 -15.0

141 1 44 102 -15.0

142 1 59 94 69.5

143 1 60 95 69.5

144 1 61 96 69.5

145 1 62 97 69.5

146 1 63 98 69.5

147 1 57 100 90.0

148 1 56 103 90.0

149 1 55 82 90.0

150 1 54 81 90.0

151 1 53 80 90.0

152 1 71 91 0.0

153 1 52 79 90.0

154 1 72 87 0.0

155 1 64 85 0.0

156 1 51 78 90.0

157 1 68 90 90.0

158 1 50 77 90.0

159 1 49 76 90.0

160 1 67 89 90.0

161 2 104 8 180.0

162 10 105 104 180.0

163 2 106 7 180.0

164 10 107 106 180.0

165 10 108 109 180.0

166 2 109 40 180.0

167 10 110 111 180.0

168 2 111 41 180.0

169 3 43 42 0.0

PROPRIETA` ASTE---|-----------|-----------|-----------|-----------|num.= 9

Nome Materiale Base Altezza Area Area tag. Y Area tag. Z

Kw vertic. Kw orizz. J tors. J fless. Y J fless. Z

1 1 40.00 25.00 1.00000E+03 8.33333E+02 8.33333E+02

0.000000 0.000000 1.27344E+05 1.33333E+05 5.20833E+04




2 1 100.00 173.00 9.42800E+03 6.22800E+03 5.00000E+03

5.000000 5.000000 4.81004E+06 4.64489E+06 2.41950E+07

3 1 100.00 50.00 5.00000E+03 4.16667E+03 4.16667E+03

5.000000 5.000000 2.86098E+06 4.16667E+06 1.04167E+06

4 1 24.00 43.00 1.03200E+03 8.60000E+02 8.60000E+02

0.000000 0.000000 1.29033E+05 4.95360E+04 1.59014E+05

5 1 60.00 24.00 1.44000E+03 1.20000E+03 1.20000E+03

0.000000 0.000000 2.06954E+05 4.32000E+05 6.91200E+04

7 1 28.00 50.00 1.40000E+03 1.16667E+03 1.16667E+03

0.000000 0.000000 2.37844E+05 9.14667E+04 2.91667E+05

8 1 60.00 40.00 1.92000E+03 1.20000E+03 1.44000E+03

0.000000 0.000000 3.05557E+05 4.68000E+05 2.23360E+05

9 1 80.00 24.00 1.92000E+03 1.60000E+03 1.60000E+03

0.000000 0.000000 2.99012E+05 1.02400E+06 9.21600E+04

10 1 36.00 123.00 4.42800E+03 3.69000E+03 3.69000E+03

0.000000 0.000000 1.56038E+06 4.78224E+05 5.58260E+06

MATERIALI---------|-----------|-----------|-----------|-----------|num.= 1

Nome Mod. elast. Coeff. nu Mod. tang. Peso spec. Dil. te.

1 3.00000E+05 1.50000E-01 1.30000E+05 2.50000E-03 1.00000E-05

VINCOLI-----------|-----------|-----------|-----------|-----------|num.= 29

Nodo Rigid. X Rigid. Y Rigid. Z Rigid. RX Rigid. RY Rigid. RZ






























CARICHI NODI------|-----------|-----------|-----------|-----------|num.= 216

Nome Nodo Direzione Intensita`

1 - 108 : Forze Sismiche (Analisi Semplificata)

109 - 216 : Momenti Torcenti Addizionali

CARICHI DI SOLAIO-|-----------|-----------|-----------|-----------|num.= 21

Nome Cos X Cos Y Cos Z Cond. Rifer. Intens. Quota

1 0.2590 0.9659 0.0000 2 glob -0.04000 179.00

2 -0.0084 1.0000 0.0000 2 glob -0.04000 179.00

3 1.0000 0.0000 0.0000 2 glob -0.04000 179.00

4 0.2590 0.9659 0.0000 1 glob -0.03500 179.00

5 -0.0084 1.0000 0.0000 1 glob -0.03500 179.00

6 1.0000 0.0000 0.0000 1 glob -0.03500 179.00

7 0.2590 0.9659 0.0000 1 glob -0.03500 541.00

8 -0.0060 1.0000 0.0000 1 glob -0.03500 541.00

9 1.0000 0.0000 0.0000 1 glob -0.03500 541.00

10 0.2590 0.9659 0.0000 3 glob -0.02000 541.00

11 -0.0060 1.0000 0.0000 3 glob -0.02000 541.00

12 1.0000 0.0000 0.0000 3 glob -0.02000 541.00

13 1.0000 0.0000 0.0000 5 glob -0.03700 179.00

14 0.2590 0.9659 0.0000 5 glob -0.03700 179.00

15 -0.0084 1.0000 0.0000 5 glob -0.03700 179.00

16 0.2590 0.9659 0.0000 5 glob -0.01000 541.00

17 -0.0060 1.0000 0.0000 5 glob -0.01000 541.00

18 1.0000 0.0000 0.0000 5 glob -0.01000 541.00

19 0.2590 0.9659 0.0000 5 glob -0.01000 541.00

20 -0.0060 1.0000 0.0000 5 glob -0.01000 541.00

21 1.0000 0.0000 0.0000 5 glob -0.01000 541.00

CARICHI ASTE------|-----------|-----------|-----------|-----------|num.= 368

Nome Asta Dir Tip RIF Parametro 1 Parametro 2 Parametro 3 Parametro 4












228 S002-p_proprioh_18+6 97 Z FT glo -0.736 0.000 0.000 0.000






234 S003-p_proprioh_18+6 81 Z FT glo 0.000 -1.531 0.000 0.000

































264 S006-p_proprioh_18+6 130 Z FT glo 0.000 -1.518 0.000 0.000











275 S002-var__spogliatoi 91 Z FT glo -15.276 -15.284 0.000 0.000











286 S002-var__spogliatoi 97 Z FT glo -0.841 0.000 0.000 0.000






292 S003-var__spogliatoi 81 Z FT glo 0.000 -1.750 0.000 0.000






298 S003-var__spogliatoi 96 Z FT glo -2.345 0.000 0.000 0.000






304 S005-neve 121 Z FT glo -7.638 -7.642 0.000 0.000

305 S005-neve 122 Z FT glo -7.642 -7.655 0.000 0.000

306 S005-neve 123 Z FT glo -7.505 -8.036 0.000 0.000

307 S005-neve 124 Z FT glo -8.095 -6.398 0.000 0.000

308 S005-neve 125 Z FT glo -6.401 -4.767 0.000 0.000

309 S005-neve 119 Z FT glo -2.128 -0.364 0.000 0.000

310 S005-neve 118 Z FT glo -3.875 -2.128 0.000 0.000

311 S005-neve 120 Z FT glo -1.952 -0.611 0.000 0.000

312 S005-neve 117 Z FT glo -3.524 -1.915 0.000 0.000

313 S005-neve 116 Z FT glo -4.107 -3.520 0.000 0.000

314 S005-neve 128 Z FT glo -0.420 0.000 0.000 0.000

315 S005-neve 127 Z FT glo -0.036 -0.420 0.000 0.000

316 S005-neve 113 Z FT glo -7.522 -5.121 0.000 0.000

317 S005-neve 114 Z FT glo -5.124 -4.064 0.000 0.000

318 S005-neve 115 Z FT glo -1.039 -1.057 0.000 0.000

319 S006-neve 119 Z FT glo -3.879 -1.900 0.000 0.000

320 S006-neve 118 Z FT glo -3.282 -3.282 0.000 0.000

321 S006-neve 126 Z FT glo -1.165 0.000 0.000 0.000

322 S006-neve 130 Z FT glo 0.000 -0.868 0.000 0.000

323 S006-neve 112 Z FT glo -0.163 -8.275 0.000 0.000

324 S006-neve 106 Z FT glo -6.564 -6.564 0.000 0.000

325 S006-neve 107 Z FT glo -6.564 -6.564 0.000 0.000

326 S006-neve 108 Z FT glo -5.064 -2.507 0.000 0.000

327 S006-neve 109 Z FT glo -3.282 -3.282 0.000 0.000

328 S007-neve 126 Z FT glo -4.610 -3.464 0.000 0.000

329 S007-neve 128 Z FT glo -3.341 -2.619 0.000 0.000

330 S007-neve 127 Z FT glo -3.464 -3.341 0.000 0.000

331 S007-neve 129 Z FT glo -9.084 -6.958 0.000 0.000

332 S007-neve 136 Z FT glo -4.163 -4.163 0.000 0.000

333 tamponamenti_esterni 83 Z FD glo -18.000














347 S004-permanenti_spog 101 Z FT glo -7.702 -7.702 0.000 0.000



















363 S002-permanenti_spog 97 Z FT glo -0.778 0.000 0.000 0.000






369 S003-permanenti_spog 81 Z FT glo 0.000 -1.619 0.000 0.000






375 S003-permanenti_spog 96 Z FT glo -2.169 0.000 0.000 0.000











386 S005-perm_copertura 128 Z FT glo -0.210 0.000 0.000 0.000







393 S006-perm_copertura 126 Z FT glo -0.583 0.000 0.000 0.000

394 S006-perm_copertura 130 Z FT glo 0.000 -0.434 0.000 0.000











405 S005-tramezzi 121 Z FT glo -3.819 -3.821 0.000 0.000










415 S005-tramezzi 128 Z FT glo -0.210 0.000 0.000 0.000







422 S006-tramezzi 126 Z FT glo -0.583 0.000 0.000 0.000

423 S006-tramezzi 130 Z FT glo 0.000 -0.434 0.000 0.000











PESI PROPRI ASTE--|-----------|-----------|-----------|-----------|-----------|

Cond. Nome Carichi Aste

1 434-543 45-58, 61-66, 69-71, 73-101, 103-160

4 544-584 1-9, 11-12, 25-44, 72, 161-169

CARICHI DI LINEA |-----------|-----------|-----------|-----------|num.= 0

numero coordinata Intensità

Nome inizio fine Cond. Direz. inizio fine Descrizione

CONDIZIONI DI CARICO----------|-----------|-----------|-----------|num.= 9

Nome

1 Peso_proprio_______ N. carichi: 168

Lista carichi: 217-274, 434-543

2 Var.abitazione_____ N. carichi: 29


3 Carichi_copertura__ N. carichi: 29


4 peso_proprio_fondaz N. carichi: 41





5 permanente N. carichi: 101


6 Sisma_X N. carichi: 54

Lista carichi: 1-54

7 Sisma_Y N. carichi: 54


8 Torcente_add._X N. carichi: 54


9 Torcente_add._Y N. carichi: 54


RISULTANTI DEI CARICHI (punto di applicazione nell'origine degli assi):

cond. FX FY FZ MX MY MZ

1 3.700000E-02 0.000000E+00 -2.818974E+05 -1.129065E+08 3.679105E+08 -2.735840E+01

2 0.000000E+00 0.000000E+00 -9.447138E+04 -3.801826E+07 1.230754E+08 0.000000E+00

3 0.000000E+00 0.000000E+00 -4.691279E+04 -1.877677E+07 6.145398E+07 0.000000E+00

4 0.000000E+00 0.000000E+00 -1.981772E+05 -6.742483E+07 2.630632E+08 0.000000E+00

5 0.000000E+00 0.000000E+00 -2.332975E+05 -7.902118E+07 3.182378E+08 0.000000E+00

6 3.965554E+04 0.000000E+00 0.000000E+00 0.000000E+00 1.559086E+07 -1.520007E+07

7 0.000000E+00 3.965554E+04 0.000000E+00 -1.559086E+07 0.000000E+00 5.250825E+07

8 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 -2.516937E+06

9 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 5.789553E+06

DATI ANALISI SISMICA:

------------------------------------------------------------------------------

Analisi sismica - Statica lineare - ( NTC 2008 )

------------------------------------------------------------------------------

DATI PROGETTO

Edificio sito in località Collegno ( long. 7.567 lat. 45.083300 )

Categoria del suolo di fondazione = B

Coeff. di amplificazione topografica ST = 1.000

Vita nominale dell'opera VN = 100 anni

Coefficiente d'uso CU = 2

Periodo di riferimento VR = 200

PVR : probabilità di superamento in VR = 5 %

Coeff. di smorzamento viscoso = 5

Valori risultanti per :

ag 1.019 [g/10]

Fo 2.767

TC* 0.290

Edificio con struttura in cem. armato :

Fattore di struttura q = 3.150

q = q0 * KR * KW dove :

q0 = 3 * 1.1 ( A telaio di un piano) ( Classe di duttilità "B" ( bassa ) )

KR = 1.0 ( Edifici regolari in altezza )

KW = 1.00

Rapporto spettro di esecizio / spettro di progetto = 1.288

Coeff. lambda = 1.0000

Sd = 0.070

Numero condizioni generanti carichi sismici : 3

Cond. 001 : Peso_proprio________ con coeff. 1.000

Cond. 002 : Var.abitazione______ con coeff. 0.600

Cond. 005 : permanente con coeff. 1.000

Condizioni di carico sismico generate:

Cond. 006 : Sisma X

Cond. 007 : Sisma Y

Cond. 008 : Torcente add. X

Cond. 009 : Torcente add. Y

Carichi sismici :

| Piani| Pesi| C. distr.| Forze di piano|Torc. di piano X|Torc. di piano Y| Baric. X| Baric. Y|

| cm| daN| | daN| daNcm| daNcm| cm| cm|

| 179.0| 382962| 0.0423| 16196| 1027931| 2364484| 1338.1| 365.4|

| 541.0| 183546| 0.1278| 23460| 1489006| 3425068| 1314.4| 395.7|




DESCRIZIONE CASI DI CARICO:

|---------------------------------------------------------------------------------------|

|NOME| DESCRIZIONE | VERIFICA | TIPO | CONDIZ. INSERITE | CASI INSERITI |

| | | | |------------------------------------|

| | | | | Num.| Coeff.| Segno| Num.| Coeff. |

|---------------------------------------------------------------------------------------|

| 1 | SLU SENZA SISMA | S.L.U. | somma | 1 | 1.300| + | | |

| | | | | 2 | 1.500| + | | |

| | | | | 3 | 1.500| + | | |

| | | | | 4 | 1.300| + | | |

| | | | | 5 | 1.500| + | | |

|---------------------------------------------------------------------------------------|

| 2 | SISMAX SLU | nessuna | somma | 6 | 1.000| ± | | |

| | | | | 8 | 1.000| ± | | |

|---------------------------------------------------------------------------------------|

| 3 | SISMAY SLU | nessuna | somma | 7 | 1.000| ± | | |

| | | | | 9 | 1.000| ± | | |

|---------------------------------------------------------------------------------------|

| 4 | SLU con SISMAX PRINC| S.L.U. | somma | 1 | 1.000| + | 2 | 1.000 |

| | | | | 2 | 0.600| + | 3 | 0.300 |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 5 | SLU con SISMAY PRINC| S.L.U. | somma | 1 | 1.000| + | 3 | 1.000 |

| | | | | 2 | 0.600| + | 2 | 0.300 |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 6 | SLUGeo | SLU_GEO | somma | 1 | 1.000| + | | |

| | | | | 2 | 1.300| + | | |

| | | | | 3 | 1.300| + | | |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.300| + | | |

|---------------------------------------------------------------------------------------|

| 7 | Rara | Rara | somma | 1 | 1.000| + | | |

| | | | | 2 | 1.000| + | | |

| | | | | 3 | 1.000| + | | |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 8 | Frequente | Freq. | somma | 1 | 1.000| + | | |

| | | | | 2 | 0.700| + | | |

| | | | | 3 | 0.200| + | | |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

| 9 | Quasi Perm | QuasiPerm.| somma | 1 | 1.000| + | | |

| | | | | 2 | 0.600| + | | |

| | | | | 4 | 1.000| + | | |

| | | | | 5 | 1.000| + | | |

|---------------------------------------------------------------------------------------|

DIMENSIONAMENTO C.A.: VERIFICA ELEMENTI IN CEMENTO ARMATO - lavoro: COSDL1

Unita` di misura:

DIM.SEZIONI: cm

FORZE: daN

LUNGHEZZE: cm

COPPIE: daNcm

TENSIONI: daN/cm2

BARRE: mm

AREA BARRE: cm2



| 45| 0.| 179.| 13| 44|

| 141| 179.| 541.| 44| 102|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 4| -74886.5| -7019.9| 0.0| -3509.9| 42.7| 317.1|

| 5- 9| -22317.3| 371783.6| 0.0| -11158.6| 3045.8| 142.4|

| 5- 8| -17941.7| -391958.2| 0.0| 3950.6| -3008.6| 78.2|

DEFORMAZIONI


| 4- 4|si | Ty| 0.19| 0.48| -0.17| 765.69| 72.58|

| 5- 8|si |Acc | 1.41| 0.30| -0.60| 10.86| 294.35|

| 5- 9|si | ClsTz | 0.75| 0.46| -0.63| 10.73| 161.57|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|





SOLLECITAZIONI


| 4- 4| -53603.7| -7834.9| 0.0| -3342.1| 42.7| 317.1|

| 5- 9| -21981.7| 167332.0| 0.0| -10990.8| 3045.8| 142.4|

| 5- 7| -33424.1| -169397.2| 0.0| 3351.3| -2678.5| 170.9|

| 5- 8| -12693.7| -190008.2| 0.0| 4118.4| -3008.6| 78.2|

DEFORMAZIONI


| 4- 4|si | Ty| 0.12| 0.53| -0.13| 289.98| 29.90|

| 5- 7|si | Cls | 0.75| 0.30| -0.32| 4.62| 55.49|

| 5- 8|si |Acc | 0.79| 0.26| -0.28| 4.11| 121.26|

| 5- 9|si | Tz | -0.26| 0.64| -0.30| 4.06| 66.56|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 5- 4| 28544.9| 126672.4| 0.0| -3211.1| 1541.2| -326.6|

| 5- 9| 12379.7| 180691.8| 0.0| -4172.7| 2214.6| -152.9|

| 5- 8| -4432.5| -146086.9| 0.0| 2138.6| -1936.1| 8.5|

| 5-10| 22893.2| 162657.3| 0.0| -3874.8| 1995.7| -260.0|

DEFORMAZIONI


| 5- 4|si | Ty| 0.32| 0.45| -0.26| 8.03| 29.03|

| 5- 8|si |Acc | 0.55| 0.27| -0.21| 6.39| 1111.56|

| 5- 9|si | Tz | 0.41| 0.42| -0.30| 5.59| 62.02|

| 5-10|si | Cls | 0.39| 0.43| -0.30| 6.20| 36.46|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 5- 4| -60115.5| -291761.5| 0.0| -2532.4| 1541.2| -326.6|

| 5- 9| -29125.2| -420572.3| 0.0| -3494.0| 2214.6| -152.9|

| 5- 8| -5634.6| 379576.9| 0.0| 2817.3| -1936.1| 8.5|

DEFORMAZIONI


| 5- 4|si | Ty| 0.94| 0.39| -0.60| 21.20| 70.47|

| 5- 8|si |Acc | 1.30| 0.30| -0.55| 16.87| 2698.12|

| 5- 9|si | ClsTz | 1.22| 0.37| -0.71| 14.75| 150.54|



| 65| 0.| 179.| 35| 59|

| 142| 179.| 541.| 59| 94|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| 79705.6| -79705.6| 0.0| -39852.8| 2785.1| -66.5|

| 4-13| 39312.9| 70027.2| 0.0| -19656.5| 3789.7| -76.8|

| 5- 8| 75562.1| -67275.3| 0.0| -24871.4| 1183.4| -770.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.43| 1.00| -0.47| 4.44| 142.65|

| 4-13|si | Tz | -0.23| 1.00| -0.25| 3.27| 123.38|

| 5- 8|si | Ty| -0.30| 1.00| -0.34| 10.46| 12.31|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| -78978.4| -374780.3| 0.0| -39489.2| 2785.1| -66.5|

| 4-13| -38753.6| -353943.7| 0.0| -19376.8| 3789.7| -76.8|

| 5- 8| -49183.5| -199672.1| 0.0| -24591.7| 1183.4| -770.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.72| 0.81| -0.81| 11.73| 346.27|

| 4-13|si | Tz | -0.55| 0.58| -0.65| 8.62| 299.49|

| 5- 8|si | Ty| -0.39| 0.87| -0.44| 27.61| 29.88|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4-13| -15337.4| 229972.6| 0.0| -7668.7| 2610.9| -0.5|

| 5- 9| -42133.7| 145224.0| 0.0| -8963.7| 1647.9| 470.7|

| 5- 4| -28159.9| 224082.4| 0.0| -7853.0| 2534.7| 306.7|

DEFORMAZIONI


| 4-13|si | Tz | 0.45| 0.47| -0.39| 4.74| 18926.18|

| 5- 4|si |AccCls | 0.45| 0.48| -0.41| 4.88| 30.91|

| 5- 9|si | Ty| -0.26| 0.59| -0.32| 7.51| 20.14|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4-13| -13979.9| -478898.0| 0.0| -6990.0| 2610.9| -0.5|




| 5- 9| 85668.9| -302190.2| 0.0| -8284.9| 1647.9| 470.7|

| 5- 4| 55111.2| -464080.7| 0.0| -7174.3| 2534.7| 306.7|

DEFORMAZIONI


| 4-13|si | Tz | 1.25| 0.39| -0.78| 12.51| 45940.11|

| 5- 4|si |AccCls | 1.30| 0.41| -0.88| 12.89| 75.03|

| 5- 9|si | Ty| 0.82| 0.46| -0.70| 19.83| 48.89|



| 61| 0.| 179.| 36| 60|

| 143| 179.| 541.| 60| 95|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4-13| 64769.3| 360700.4| 0.0| -32384.6| 2866.3| -29.3|

| 5- 8| 96709.3| -83944.2| 0.0| -32382.5| -505.7| -385.1|

DEFORMAZIONI


| 4-13|si |AccClsTz | -0.64| 0.75| -0.73| 11.40| 786.57|

| 5- 8|si | Ty| -0.39| 1.00| -0.44| 64.60| 59.76|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -109107.3| 109107.3| 0.0| -54553.7| 573.5| -59.4|

| 4-13| -64433.6| 168296.7| 0.0| -32216.8| 2866.3| -29.3|

| 5- 8| 70859.7| -64429.4| 0.0| -32214.7| -505.7| -385.1|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.61| 1.00| -0.66| 21.58| 159.52|

| 4-13|si | Tz | -0.43| 1.00| -0.48| 4.32| 324.05|

| 5- 8|si | Ty| -0.35| 1.00| -0.38| 24.47| 24.62|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -44210.2| 44210.2| 0.0| -22105.1| 276.6| 26.5|

| 4-13| -24504.4| 122400.7| 0.0| -12252.2| 1428.5| 15.6|

| 5- 9| -27536.6| 52786.7| 0.0| -12307.4| 612.7| 170.7|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.23| 1.30| -0.25| 44.74| 358.41|

| 4-13|si | Tz | -0.22| 0.79| -0.24| 8.66| 608.20|

| 5- 9|si | Ty| -0.15| 1.04| -0.17| 20.20| 55.54|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4-13| 23146.9| -265424.4| 0.0| -11573.5| 1428.5| 15.6|

| 5- 9| 23257.3| -113551.7| 0.0| -11628.6| 612.7| 170.7|

DEFORMAZIONI


| 4-13|si |AccClsTz | 0.44| 0.52| -0.47| 22.87| 1476.30|

| 5- 9|si | Ty| -0.20| 0.79| -0.23| 53.33| 134.81|



| 62| 0.| 179.| 37| 61|

| 144| 179.| 541.| 61| 96|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 4| 66101.3| -320357.4| 0.0| -33050.7| -2544.8| -70.0|

| 5-14| 104440.0| -173014.6| 0.0| -33055.3| -1418.8| -401.3|

| 5-13| 92882.7| -313705.4| 0.0| -33059.6| -2494.4| -357.5|

DEFORMAZIONI


| 4- 4|si | Tz | -0.59| 0.80| -0.67| 12.84| 328.97|

| 5-13|si |AccCls | -0.63| 0.78| -0.72| 13.10| 64.37|

| 5-14|si | Ty| -0.49| 0.92| -0.55| 23.03| 57.35|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|





SOLLECITAZIONI


| 1- 1| -111234.7| 111234.7| 0.0| -55617.4| -320.3| -62.8|

| 4- 4| 65765.7| -149536.7| 0.0| -32882.9| -2544.8| -70.0|

| 5-14| 77504.9| -77778.1| 0.0| -32887.5| -1418.8| -401.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.62| 1.00| -0.68| 38.63| 151.01|

| 4- 4|si | Tz | -0.42| 1.00| -0.46| 4.86| 135.53|

| 5-14|si | Ty| -0.37| 1.00| -0.41| 8.72| 23.63|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -44956.0| -44956.0| 0.0| -22478.0| -120.0| 39.9|

| 4- 4| -24968.2| -112858.2| 0.0| -12484.1| -1308.0| 7.8|

| 5- 3| -29979.7| 53990.5| 0.0| -12471.5| 610.1| 162.7|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.24| 1.30| -0.26| 103.09| 237.52|

| 4- 4|si | Tz | -0.21| 0.82| -0.23| 9.46| 1223.03|

| 5- 3|si | Ty| -0.16| 1.02| -0.18| 20.28| 58.28|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 4| 23610.7| 242260.8| 0.0| -11805.4| -1308.0| 7.8|

| 5- 3| 23585.5| -111663.0| 0.0| -11792.8| 610.1| 162.7|

DEFORMAZIONI


| 4- 4|si |AccClsTz | 0.36| 0.54| -0.44| 24.98| 2968.69|

| 5- 3|si | Ty| -0.20| 0.81| -0.23| 53.55| 141.46|



| 63| 0.| 179.| 38| 62|

| 145| 179.| 541.| 62| 97|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 4| 56739.5| -367034.6| 0.0| -28369.8| -3069.4| -105.7|

| 5-14| 147375.9| -221840.8| 0.0| -28341.4| -1961.2| -694.6|

| 5-13| 132655.2| -363084.6| 0.0| -28294.9| -3046.6| -613.2|

DEFORMAZIONI


| 4- 4|si | Tz | -0.62| 0.70| -0.72| 10.64| 217.75|

| 5-13|si |AccCls | -0.75| 0.65| -0.89| 10.72| 37.53|

| 5-14|si | Ty| -0.58| 0.74| -0.68| 16.66| 33.13|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| 95150.7| -95150.7| 0.0| -47575.3| -1154.5| -65.4|

| 4- 4| 56403.9| -161003.6| 0.0| -28201.9| -3069.4| -105.7|

| 5-14| 100751.8| -90198.6| 0.0| -28173.6| -1961.2| -694.6|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.52| 1.00| -0.57| 10.72| 144.90|

| 4- 4|si | Tz | -0.38| 0.98| -0.43| 4.03| 89.71|

| 5-14|si | Ty| -0.37| 1.00| -0.42| 6.31| 13.65|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 4| -22047.9| -260782.3| 0.0| -11023.9| -1481.7| 31.1|

| 5- 3| -76676.4| 88024.0| 0.0| -11160.2| 491.3| 373.5|

| 5-13| 45474.6| -259059.2| 0.0| -10980.1| -1476.3| -199.2|

DEFORMAZIONI


| 4- 4|si | Tz | 0.44| 0.51| -0.46| 22.05| 739.41|

| 5- 3|si | Ty| -0.26| 0.68| -0.31| 66.50| 61.62|

| 5-13|si |AccCls | 0.49| 0.51| -0.52| 22.13| 115.56|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 4| -21595.4| -126686.9| 0.0| -10797.7| -1481.7| 31.1|

| 5- 3| -42878.1| 43563.2| 0.0| -10933.9| 491.3| 373.5|

| 5-13| 27451.2| -125454.5| 0.0| -10753.9| -1476.3| -199.2|

DEFORMAZIONI


| 4- 4|si | Tz | -0.21| 0.73| -0.24| 8.35| 304.62|

| 5- 3|si | Ty| -0.15| 0.93| -0.18| 25.19| 25.39|




| 5-13|si |AccCls | -0.22| 0.71| -0.25| 8.38| 47.61|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 4| 20237.9| 275599.4| 0.0| -10118.9| -1481.7| 31.1|

| 5- 3| 58516.9| -89819.1| 0.0| -10255.2| 491.3| 373.5|

| 5-13| -26618.8| 275359.3| 0.0| -10075.1| -1476.3| -199.2|

DEFORMAZIONI


| 4- 4|si | Tz | 0.51| 0.48| -0.48| 22.05| 739.41|

| 5- 3|si | Ty| -0.22| 0.70| -0.27| 66.50| 61.62|

| 5-13|si |AccCls | 0.53| 0.49| -0.50| 22.13| 115.56|



| 64| 0.| 179.| 31| 63|

| 146| 179.| 541.| 63| 98|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| 114873.0| 193052.2| 0.0| -57436.5| -3391.2| 357.6|

| 4- 4| 70696.7| -70696.7| 0.0| -35348.4| -4100.7| 21.5|

| 5- 3| -121064.4| 204182.0| 0.0| -35728.3| -1323.0| 2655.0|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.71| 1.00| -0.79| 3.65| 26.51|

| 4- 4|si | Tz | -0.37| 1.00| -0.41| 3.02| 441.33|

| 5- 3|si | Ty| -0.56| 0.89| -0.64| 9.35| 3.57|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| 114145.8| 572440.6| 0.0| -57072.9| -3391.2| 357.6|

| 4- 4| 70137.4| 430274.2| 0.0| -35068.7| -4100.7| 21.5|

| 5- 3| 175967.6| 352191.6| 0.0| -35448.6| -1323.0| 2655.0|

DEFORMAZIONI


| 1- 1|si |AccCls | -1.16| 0.78| -1.32| 9.63| 64.36|

| 4- 4|si | Tz | -0.76| 0.72| -0.87| 7.97| 1071.25|

| 5- 3|si | Ty| -0.83| 0.70| -0.98| 24.70| 8.67|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -46880.5| -268646.7| 0.0| -23440.2| -2982.4| 626.9|

| 5- 3| -133141.1| -128918.4| 0.0| -13923.6| -1357.9| 1652.7|

| 5-13| 71915.4| -246290.8| 0.0| -13324.2| -2664.8| -796.8|

DEFORMAZIONI


| 1- 1|si |Acc Tz | -0.47| 0.73| -0.54| 4.15| 15.12|

| 5- 3|si | Ty| -0.42| 0.60| -0.52| 9.11| 5.74|

| 5-13|si | Cls | -0.46| 0.56| -0.56| 4.64| 11.90|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| 127717.9| 541079.9| 0.0| -22557.9| -2982.4| 626.9|

| 5- 3| 315558.9| 239751.4| 0.0| -13244.9| -1357.9| 1652.7|

| 4- 9| 199216.5| 434815.7| 0.0| -13222.2| -2411.4| 1034.0|

DEFORMAZIONI


| 1- 1|si | Tz | 1.17| 0.52| -1.26| 10.95| 36.71|

| 4- 9|si |AccCls | 1.40| 0.48| -1.28| 13.55| 22.26|

| 5- 3|si | Ty| 1.36| 0.48| -1.23| 24.06| 13.92|



| 47| 0.| 179.| 11| 46|

| 138| 179.| 541.| 46| 84|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI





| 1- 1| -147398.8| -97780.5| 0.0| -48890.3| 678.7| -5701.1|

| 5- 9| -87444.8| 191178.1| 0.0| -29413.9| 4733.7| -3686.2|

DEFORMAZIONI


| 1- 1|si |AccCls Ty| -0.52| 1.00| -0.58| 19.55| 1.83|

| 5- 9|si | Tz | -0.41| 0.88| -0.46| 2.80| 2.84|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| -785213.4| -101094.7| 0.0| -48526.7| 678.7| -5701.1|

| 5- 9| -499842.5| -338404.0| 0.0| -29134.2| 4733.7| -3686.2|

DEFORMAZIONI


| 1- 1|si |AccCls Ty| -1.43| 0.61| -1.83| 49.46| 4.21|

| 5- 9|si | Tz | -1.18| 0.56| -1.49| 7.09| 6.51|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| 630451.0| 101912.6| 0.0| -15219.3| 492.3| -3378.6|

| 5- 9| 399956.1| 492185.1| 0.0| -8565.9| 2854.0| -2103.9|

| 5-10| 452814.5| 442976.7| 0.0| -8902.2| 2558.5| -2405.7|

DEFORMAZIONI


| 1- 1|si | Ty| 1.47| 0.48| -1.34| 68.18| 7.10|

| 5- 9|si | Tz | 1.72| 0.47| -1.54| 11.76| 11.40|

| 5-10|si |AccCls | 1.74| 0.47| -1.56| 13.12| 9.97|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| 324688.3| 57359.3| 0.0| -14925.2| 492.3| -3378.6|

| 5- 9| 209551.2| 233899.9| 0.0| -8339.7| 2854.0| -2103.9|

| 5-10| 235102.4| 211436.4| 0.0| -8675.9| 2558.5| -2405.7|

DEFORMAZIONI


| 1- 1|si | Ty| 0.61| 0.53| -0.69| 26.95| 3.09|

| 5- 9|si | Tz | 0.73| 0.50| -0.73| 4.65| 4.97|

| 5-10|si |AccCls | 0.75| 0.50| -0.74| 5.19| 4.35|

-------------------------------------------------------------- PROGR. 451.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -286840.4| -31746.6| 0.0| -14336.9| 492.3| -3378.6|

| 5- 9| -171261.0| -282669.9| 0.0| -7887.2| 2854.0| -2103.9|

| 5-10| -200324.1| -251643.5| 0.0| -8223.4| 2558.4| -2405.7|

DEFORMAZIONI


| 1- 1|si | Ty| 0.49| 0.54| -0.58| 26.95| 3.09|

| 5- 9|si |Acc Tz | 0.76| 0.49| -0.73| 4.65| 4.97|

| 5-10|si | Cls | 0.75| 0.50| -0.74| 5.19| 4.35|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| -592606.3| -76299.1| 0.0| -14042.8| 492.3| -3378.6|

| 5- 9| -361668.4| -540954.5| 0.0| -7660.9| 2854.0| -2104.0|

| 5-10| -418038.6| -483183.1| 0.0| -7997.2| 2558.4| -2405.7|

DEFORMAZIONI


| 1- 1|si | Ty| 1.35| 0.47| -1.22| 68.19| 7.10|

| 5- 9|si | Tz | 1.76| 0.47| -1.54| 11.76| 11.40|

| 5-10|si |AccCls | 1.76| 0.47| -1.56| 13.12| 9.97|



| 66| 0.| 179.| 33| 64|

| 155| 179.| 541.| 64| 85|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| 100659.3| 100659.3| 0.0| -50329.7| -1116.7| 3150.4|

| 4- 4| -59162.4| 59162.4| 0.0| -29581.2| -1369.3| 3587.7|

| 5- 7| 57057.7| -116642.0| 0.0| -28528.9| -1953.6| 3427.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.55| 1.00| -0.61| 11.08| 3.01|

| 4- 4|si | Ty| -0.31| 1.00| -0.34| 9.04| 2.64|

| 5- 7|si | Tz | -0.35| 1.00| -0.38| 6.33| 2.77|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|





SOLLECITAZIONI


| 1- 1| 421087.6| 207818.4| 0.0| -49966.1| -1116.7| 3150.4|

| 4- 4| 395815.1| 164066.1| 0.0| -29301.5| -1369.3| 3587.7|

| 5- 7| 405548.6| 101920.7| 0.0| -28249.2| -1953.6| 3427.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -1.21| 0.70| -1.47| 29.26| 7.30|

| 4- 4|si | Ty| -0.99| 0.58| -1.27| 23.86| 6.41|

| 5- 7|si | Tz | -0.91| 0.57| -1.18| 16.72| 6.71|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 4| -347235.6| -190531.2| 0.0| -12065.6| -1047.1| 1899.4|

| 5- 7| -328954.3| -275672.8| 0.0| -11461.6| -1427.2| 1819.8|

| 5-13| -336201.4| -272992.8| 0.0| -11448.5| -1408.4| 1862.2|

DEFORMAZIONI


| 4- 4|si | Ty| 1.42| 0.46| -1.22| 31.20| 12.12|

| 5- 7|si | Tz | 1.55| 0.46| -1.34| 22.89| 12.65|

| 5-13|si |AccCls | 1.58| 0.46| -1.35| 23.20| 12.36|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 4| -175343.9| -95770.9| 0.0| -11839.3| -1047.1| 1899.4|

| 5- 7| -164259.7| -146515.3| 0.0| -11235.4| -1427.2| 1819.8|

| 5-13| -167670.5| -145529.6| 0.0| -11222.2| -1408.4| 1862.2|

DEFORMAZIONI


| 4- 4|si | Ty| 0.50| 0.53| -0.58| 11.82| 4.99|

| 5- 7|si | Tz | 0.57| 0.53| -0.64| 8.67| 5.21|

| 5-13|si |AccCls | 0.59| 0.52| -0.64| 8.79| 5.09|



| 71| 0.| 179.| 29| 72|

| 154| 179.| 541.| 72| 87|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -75625.9| 75625.9| 0.0| -37812.9| -725.9| -2362.5|

| 4- 7| 41919.0| 71576.8| 0.0| -20959.5| 114.3| -2871.9|

| 5-13| -50193.2| -139280.6| 0.0| -25096.6| -1674.0| -731.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.40| 1.00| -0.44| 17.05| 4.01|

| 4- 7|si | Ty| -0.24| 1.00| -0.26| 108.27| 3.30|

| 5-13|si | Tz | -0.33| 0.99| -0.37| 7.39| 12.96|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| -312355.7| 130440.6| 0.0| -37449.4| -725.9| -2362.5|

| 4- 7| -303752.2| 58791.9| 0.0| -20679.8| 114.3| -2871.9|

| 5-13| -122816.5| 49633.8| 0.0| -24816.9| -1674.0| -731.3|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.82| 0.72| -0.99| 45.01| 9.74|

| 4- 7|si | Ty| 0.65| 0.56| -0.82| 285.90| 8.01|

| 5-13|si | Tz | -0.34| 0.96| -0.39| 19.52| 31.47|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| 126066.3| -46738.7| 0.0| -15686.1| -695.7| -1387.5|

| 4- 7| 137005.8| 16737.8| 0.0| -8368.9| -44.2| -1532.7|

| 5-13| 43672.8| -131998.4| 0.0| -10075.2| -1247.4| -377.7|

DEFORMAZIONI


| 1- 1|si | Cls | -0.31| 0.73| -0.37| 17.78| 6.83|

| 4- 7|si |Acc Ty| 0.32| 0.52| -0.35| 279.66| 6.19|

| 5-13|si | Tz | -0.25| 0.65| -0.30| 9.92| 25.10|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| -250629.6| 142154.9| 0.0| -14803.7| -695.7| -1387.5|

| 4- 7| -279133.0| 24549.6| 0.0| -7690.2| -44.2| -1532.7|

| 5-13| -58863.9| 206673.9| 0.0| -9396.4| -1247.4| -377.7|

DEFORMAZIONI





| 1- 1|si | Cls | 0.80| 0.52| -0.85| 46.96| 16.59|

| 4- 7|si |Acc Ty| 0.95| 0.42| -0.69| 738.45| 15.01|

| 5-13|si | Tz | 0.42| 0.53| -0.46| 26.19| 60.94|



| 73| 0.| 179.| 70| 71|

| 152| 179.| 541.| 71| 91|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 9| -145771.7| 115568.3| 0.0| -27657.9| 469.6| 1394.9|

| 5- 3| -67640.7| 302079.1| 0.0| -27839.0| 1103.6| 731.5|

DEFORMAZIONI


| 4- 9|si | Ty| -0.46| 0.85| -0.53| 69.57| 16.50|

| 5- 3|si |AccClsTz | -0.55| 0.75| -0.63| 29.60| 31.46|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -92081.1| 92081.1| 0.0| -46040.5| 105.1| 702.9|

| 4- 9| -54980.2| 84045.9| 0.0| -27490.1| 469.6| 1394.9|

| 5- 3| -55342.3| 227999.2| 0.0| -27671.2| 1103.6| 731.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.50| 1.00| -0.55| 117.73| 13.49|

| 4- 9|si | Ty| -0.31| 1.00| -0.34| 26.35| 6.80|

| 5- 3|si | Tz | -0.44| 0.86| -0.50| 11.21| 12.96|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 9| -118444.5| 67432.5| 0.0| -11110.1| 296.4| 675.5|

| 5- 3| -59185.6| 167127.1| 0.0| -11230.1| 697.1| 330.7|

DEFORMAZIONI


| 4- 9|si | Ty| -0.31| 0.61| -0.38| 110.24| 34.07|

| 5- 3|si |AccClsTz | -0.33| 0.60| -0.39| 46.87| 69.59|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -38383.7| 38383.7| 0.0| -19191.8| 164.8| 297.3|

| 4- 9| -57308.7| 40611.7| 0.0| -10883.8| 296.4| 675.5|

| 5- 3| -29258.5| 104040.6| 0.0| -11003.8| 697.1| 330.7|

DEFORMAZIONI


| 1- 1|si |Acc | -0.20| 1.30| -0.22| 75.06| 31.89|

| 4- 9|si | Ty| -0.17| 0.85| -0.20| 41.75| 14.03|

| 5- 3|si | ClsTz | -0.20| 0.78| -0.22| 17.75| 28.67|



| 69| 0.| 179.| 27| 67|

| 160| 179.| 541.| 67| 89|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 3| -48018.4| -313857.7| 0.0| -16259.5| -2010.0| 223.9|

| 4-10| 33645.4| -318011.1| 0.0| -16551.3| -2051.3| -188.2|

| 5- 8| 124145.7| -40904.6| 0.0| -14146.7| 75.9| -651.4|

DEFORMAZIONI


| 4- 3|si |AccCls | -0.50| 0.56| -0.60| 16.25| 102.79|

| 4-10|si | Tz | -0.48| 0.57| -0.57| 15.93| 122.29|

| 5- 8|si | Ty| -0.28| 0.71| -0.35| 430.61| 35.33|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4-10| 32767.0| -180317.4| 0.0| -16383.5| -2051.3| -188.2|




| 5- 8| 80422.5| -45997.6| 0.0| -13978.9| 75.9| -651.4|

DEFORMAZIONI


| 4-10|si |AccClsTz | -0.30| 0.76| -0.35| 6.03| 50.38|

| 5- 8|si | Ty| -0.22| 0.85| -0.26| 163.08| 14.56|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 8| 10529.0| 123504.9| 0.0| -5264.5| 1362.9| -72.8|

| 5- 9| -31879.1| 12009.3| 0.0| -6004.6| -14.8| 381.9|

| 4- 7| -10512.0| 122275.1| 0.0| -5154.6| 1356.5| 117.1|

DEFORMAZIONI


| 4- 7|si |Acc | 0.20| 0.51| -0.21| 9.12| 80.98|

| 4- 8|si | ClsTz | 0.20| 0.51| -0.21| 9.08| 130.17|

| 5- 9|si | Ty| -0.08| 0.93| -0.10| 834.32| 24.82|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 8| -14331.5| -246513.1| 0.0| -4585.7| 1362.9| -72.8|

| 5- 9| 71809.7| 10651.8| 0.0| -5325.9| -14.8| 381.9|

| 4- 7| 21276.3| -246022.0| 0.0| -4475.8| 1356.5| 117.1|

| 4-14| -24939.3| -243974.7| 0.0| -4621.8| 1349.7| -125.7|

DEFORMAZIONI


| 4- 7|si |Acc | 0.63| 0.40| -0.43| 24.09| 196.55|

| 4- 8|si | Tz | 0.61| 0.40| -0.41| 23.97| 315.97|

| 4-14|si | Cls | 0.62| 0.41| -0.43| 24.21| 183.14|

| 5- 9|si | Ty| -0.14| 0.57| -0.18| 2203.03| 60.26|



| 70| 0.| 179.| 28| 68|

| 157| 179.| 541.| 68| 90|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 9| -33684.9| -232624.9| 0.0| -10130.9| -2191.0| 98.5|

| 5- 9| -98403.4| -85721.8| 0.0| -9964.8| -1176.1| 328.6|

| 4-14| 27303.1| 259614.9| 0.0| -10713.9| 1310.5| -112.2|

DEFORMAZIONI


| 4- 9|si | Tz | 0.40| 0.52| -0.43| 14.91| 233.57|

| 4-14|si |AccCls | 0.44| 0.51| -0.46| 24.93| 205.11|

| 5- 9|si | Ty| -0.28| 0.61| -0.35| 27.78| 70.04|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 9| -27071.3| -85554.4| 0.0| -9963.1| -2191.0| 98.5|

| 5- 9| -76347.8| -19594.0| 0.0| -9797.0| -1176.1| 328.6|

| 4- 8| 21100.2| 172821.4| 0.0| -10550.1| 1328.6| -89.5|

DEFORMAZIONI


| 4- 8|si |AccCls | -0.26| 0.61| -0.31| 9.31| 105.93|

| 4- 9|si | Tz | -0.16| 0.82| -0.19| 5.65| 96.23|

| 5- 9|si | Ty| -0.17| 0.77| -0.20| 10.52| 28.85|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 9| -8553.5| -129086.3| 0.0| -4276.8| -1546.3| 20.2|

| 5- 7| 24816.2| -68968.8| 0.0| -4622.0| -746.7| -192.6|

DEFORMAZIONI


| 4- 9|si |AccClsTz | 0.25| 0.46| -0.21| 8.00| 468.72|

| 5- 7|si | Ty| -0.13| 0.61| -0.16| 16.57| 49.22|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 9| -7196.0| 290741.5| 0.0| -3598.0| -1546.3| 20.2|

| 5- 7| -27486.1| 133768.7| 0.0| -3943.2| -746.7| -192.6|

DEFORMAZIONI


| 4- 9|si |AccClsTz | 0.77| 0.37| -0.45| 21.13| 1137.74|

| 5- 7|si | Ty| 0.32| 0.46| -0.27| 43.75| 119.46|



| 49| 0.| 179.| 1| 48|




| 140| 179.| 541.| 48| 83|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 7| 153939.3| 62790.6| 0.0| -9605.0| -75.8| -1485.6|

| 5- 8| 23644.5| -412044.6| 0.0| -11822.3| -3499.7| -277.2|

| 5- 9| 27079.9| 430103.0| 0.0| -904.0| 2756.3| -129.7|

| 5-10| 95823.1| 380777.0| 0.0| -3612.3| 2334.7| -816.7|

DEFORMAZIONI


| 4- 7|si | Ty| 0.40| 0.53| -0.45| 431.07| 15.49|

| 5- 8|si | Tz | 0.85| 0.45| -0.70| 9.34| 83.01|

| 5- 9|si |Acc | 1.35| 0.34| -0.71| 11.85| 177.41|

| 5-10|si | Cls | 1.26| 0.40| -0.84| 13.99| 28.18|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 7| 54221.2| 67878.2| 0.0| -9437.1| -75.8| -1485.6|

| 5- 8| -23308.9| -177130.1| 0.0| -11654.5| -3499.7| -277.2|

| 5- 9| 18372.6| 245087.8| 0.0| -736.1| 2756.3| -129.7|

| 5-10| 41004.2| 224058.0| 0.0| -3444.5| 2334.7| -816.7|

DEFORMAZIONI


| 4- 7|si | Ty| -0.18| 0.74| -0.22| 163.25| 6.38|

| 5- 8|si | Tz | -0.27| 0.64| -0.32| 3.54| 34.20|

| 5- 9|si |Acc | 0.76| 0.35| -0.40| 4.49| 73.09|

| 5-10|si | Cls | 0.64| 0.41| -0.44| 5.30| 11.61|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 7| 61856.8| -13170.2| 0.0| -2494.5| 60.2| -779.3|

| 5- 8| 13456.1| -168026.9| 0.0| -3724.8| -2003.2| -173.7|

| 4-14| 53116.9| -104708.7| 0.0| -3655.8| -1151.3| -654.5|

| 5- 9| -4641.6| 122829.7| 0.0| 973.8| 1810.9| -28.8|

DEFORMAZIONI


| 4- 7|si | Ty| 0.19| 0.46| -0.16| 205.54| 12.17|

| 4-14|si | Cls | 0.31| 0.48| -0.29| 10.75| 14.49|

| 5- 8|si | Tz | 0.39| 0.42| -0.28| 6.18| 54.60|

| 5- 9|si |Acc | 0.43| 0.30| -0.18| 6.83| 329.11|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 7| -149718.4| -29514.5| 0.0| -1815.8| 60.2| -779.3|

| 5- 8| -33692.2| 375830.2| 0.0| -3046.0| -2003.2| -173.7|

| 5- 9| -12463.0| -368841.4| 0.0| 1652.6| 1810.9| -28.8|

| 5-10| -80904.9| -317430.6| 0.0| 632.8| 1541.3| -398.2|

DEFORMAZIONI


| 4- 7|si | Ty| 0.60| 0.38| -0.37| 542.72| 29.53|

| 5- 8|si | Tz | 1.11| 0.37| -0.65| 16.31| 132.52|

| 5- 9|si |Acc | 1.24| 0.31| -0.56| 18.04| 798.85|

| 5-10|si | Cls | 1.21| 0.36| -0.69| 21.20| 57.79|



| 50| 0.| 179.| 2| 49|

| 159| 179.| 541.| 49| 76|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -94689.8| -94689.8| 0.0| -47344.9| 5091.3| 114.3|

| 4- 8| 51924.7| 92442.2| 0.0| -25962.3| 5729.3| -26.7|

| 5- 9| -96401.4| -59241.8| 0.0| -28924.7| 2545.4| 571.8|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.52| 1.00| -0.57| 2.43| 82.95|

| 4- 8|si | Tz | -0.30| 1.00| -0.33| 2.16| 354.77|

| 5- 9|si | Ty| -0.35| 1.00| -0.39| 4.86| 16.58|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|





SOLLECITAZIONI


| 1- 1| -93962.6| -608687.3| 0.0| -46981.3| 5091.3| 114.3|

| 4- 8| 51365.3| -548524.2| 0.0| -25682.6| 5729.3| -26.7|

| 5- 9| -57290.1| -344009.1| 0.0| -28645.0| 2545.4| 571.8|

DEFORMAZIONI


| 1- 1|si |AccCls | -1.12| 0.70| -1.29| 6.42| 201.35|

| 4- 8|si | Tz | -0.86| 0.55| -1.03| 5.70| 861.15|

| 5- 9|si | Ty| -0.59| 0.72| -0.68| 12.84| 40.25|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 8| 15859.0| 514150.6| 0.0| -7929.5| 2804.8| -47.2|

| 5- 9| -47275.8| 156831.6| 0.0| -8681.8| 728.1| 285.8|

DEFORMAZIONI


| 4- 8|si |AccClsTz | 1.33| 0.39| -0.85| 11.65| 487.13|

| 5- 9|si | Ty| -0.29| 0.56| -0.35| 44.87| 80.51|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 8| 15406.5| 260320.4| 0.0| -7703.2| 2804.8| -47.2|

| 5- 9| -21407.4| 90934.1| 0.0| -8455.5| 728.1| 285.8|

DEFORMAZIONI


| 4- 8|si |AccClsTz | 0.54| 0.45| -0.44| 4.41| 200.68|

| 5- 9|si | Ty| -0.16| 0.75| -0.18| 16.99| 33.17|



| 51| 0.| 179.| 3| 50|

| 158| 179.| 541.| 50| 77|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -109236.0| 109236.0| 0.0| -54618.0| -3639.5| 224.3|

| 4- 9| -63468.3| -110147.9| 0.0| -31734.2| -4970.0| 250.1|

| 5- 9| -93359.5| -65165.9| 0.0| -32583.0| -3171.5| 531.8|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.61| 1.00| -0.67| 3.40| 42.28|

| 4- 9|si | Tz | -0.37| 1.00| -0.41| 2.49| 37.91|

| 5- 9|si | Ty| -0.38| 1.00| -0.42| 3.90| 17.83|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| -108508.9| 443357.7| 0.0| -54254.4| -3639.5| 224.3|

| 4- 9| -62908.9| 445866.1| 0.0| -31454.5| -4970.0| 250.1|

| 5- 9| -64606.6| 332788.7| 0.0| -32303.3| -3171.5| 531.8|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.95| 0.86| -1.07| 8.98| 102.62|

| 4- 9|si | Tz | -0.75| 0.66| -0.87| 6.57| 92.03|

| 5- 9|si | Ty| -0.60| 0.78| -0.69| 10.30| 43.28|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 9| -19766.9| -459739.8| 0.0| -9883.4| -2551.3| 33.1|

| 5- 8| 34518.9| -86906.5| 0.0| -10533.6| -323.4| -130.7|

DEFORMAZIONI


| 4- 9|si |AccClsTz | 1.09| 0.42| -0.78| 12.81| 696.11|

| 5- 8|si | Ty| -0.18| 0.80| -0.21| 101.03| 176.11|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 9| -19314.4| -228844.7| 0.0| -9657.2| -2551.3| 33.1|

| 5- 8| 22692.9| -57640.8| 0.0| -10307.4| -323.4| -130.7|

DEFORMAZIONI


| 4- 9|si |AccClsTz | 0.38| 0.51| -0.40| 4.85| 286.78|

| 5- 8|si | Ty| -0.14| 0.97| -0.15| 38.26| 72.55|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI





| 4- 9| 17956.9| 463840.8| 0.0| -8978.4| -2551.3| 33.1|

| 5- 8| -19257.2| 30156.2| 0.0| -9628.6| -323.4| -130.7|

DEFORMAZIONI


| 4- 9|si |AccClsTz | 1.13| 0.41| -0.78| 12.81| 696.11|

| 5- 8|si | Ty| -0.11| 1.17| -0.12| 101.03| 176.11|



| 52| 0.| 179.| 4| 51|

| 156| 179.| 541.| 51| 78|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 9| -69540.7| -363335.1| 0.0| -25362.9| -2933.2| 338.3|

| 5- 9| -140911.7| -155940.3| 0.0| -24780.4| -1107.4| 602.8|

DEFORMAZIONI


| 4- 9|si |AccClsTz | -0.63| 0.65| -0.73| 11.14| 68.03|

| 5- 9|si | Ty| -0.48| 0.76| -0.56| 29.50| 38.18|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -79218.0| -79218.0| 0.0| -39609.0| -163.9| 335.9|

| 4- 9| -50390.2| -166440.8| 0.0| -25195.1| -2933.2| 338.3|

| 5- 9| -100450.1| -81609.1| 0.0| -24612.6| -1107.4| 602.8|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.42| 1.00| -0.47| 75.47| 28.22|

| 4- 9|si | Tz | -0.36| 0.94| -0.40| 4.22| 28.03|

| 5- 9|si | Ty| -0.34| 0.96| -0.39| 11.17| 15.73|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 9| -14735.5| -120460.9| 0.0| -7367.7| -1704.6| 21.4|

| 5-14| 26070.0| 82624.0| 0.0| -6923.3| 906.3| -148.7|

| 4- 8| 13517.4| 144390.0| 0.0| -6758.7| 1700.5| -60.1|

DEFORMAZIONI


| 4- 8|si |AccCls | 0.22| 0.53| -0.25| 7.28| 157.79|

| 4- 9|si | Tz | -0.18| 0.61| -0.21| 7.26| 442.87|

| 5-14|si | Ty| -0.15| 0.68| -0.18| 13.65| 63.76|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 9| -13378.0| 342349.6| 0.0| -6689.0| -1704.6| 21.4|

| 5-14| -14300.3| -163434.9| 0.0| -6244.6| 906.3| -148.7|

DEFORMAZIONI


| 4- 9|si |AccClsTz | 0.82| 0.40| -0.56| 19.17| 1075.00|

| 5-14|si | Ty| 0.29| 0.49| -0.28| 36.05| 154.77|



| 53| 0.| 179.| 5| 52|

| 153| 179.| 541.| 52| 79|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 8| -51190.1| 318071.9| 0.0| -25595.0| 3168.0| 181.1|

| 5- 3| -191750.8| -192942.9| 0.0| -26433.5| -1084.2| 861.5|

| 4- 9| -101669.2| -335999.1| 0.0| -26611.6| -2274.8| 514.8|

DEFORMAZIONI


| 4- 8|si | Tz | -0.54| 0.71| -0.62| 10.31| 127.06|

| 4- 9|si |AccCls | -0.65| 0.67| -0.76| 14.36| 44.70|

| 5- 3|si | Ty| -0.62| 0.69| -0.74| 30.13| 26.71|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|





SOLLECITAZIONI


| 1- 1| -82935.1| -82935.1| 0.0| -41467.6| 570.4| 534.2|

| 4- 8| -50854.5| 105419.6| 0.0| -25427.2| 3168.0| 181.1|

| 5- 3| -133919.8| -120166.1| 0.0| -26265.7| -1084.2| 861.5|

DEFORMAZIONI


| 1- 1|si |Acc | -0.45| 1.00| -0.49| 21.69| 17.75|

| 4- 8|si | Tz | -0.31| 1.00| -0.34| 3.91| 52.34|

| 5- 3|si | Cls Ty| -0.44| 0.84| -0.51| 11.41| 11.00|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 8| 16538.5| 154494.8| 0.0| -6942.9| 1807.3| -174.5|

| 5-13| 37038.6| 35026.2| 0.0| -7090.8| 219.0| -338.5|

DEFORMAZIONI


| 4- 8|si |AccClsTz | 0.25| 0.52| -0.27| 6.85| 54.34|

| 5-13|si | Ty| -0.12| 0.82| -0.14| 56.50| 28.01|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 8| -30827.8| -336187.0| 0.0| -6264.1| 1807.3| -174.5|

| 5-13| -54867.3| -24431.2| 0.0| -6412.0| 219.0| -338.5|

DEFORMAZIONI


| 4- 8|si |AccClsTz | 0.86| 0.41| -0.60| 18.08| 131.91|

| 5-13|si | Ty| -0.13| 0.70| -0.16| 149.19| 67.98|



| 54| 0.| 179.| 6| 53|

| 151| 179.| 541.| 53| 80|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 9| -134708.1| -405199.8| 0.0| -28266.4| -4177.0| 292.6|

| 5-14| 203479.7| 141057.9| 0.0| -32244.1| 597.7| -2346.5|

| 5- 3| -302561.8| -283465.4| 0.0| -26537.0| -3302.6| 1544.2|

DEFORMAZIONI


| 4- 9|si | Tz | -0.81| 0.63| -0.97| 7.82| 78.65|

| 5- 3|si |AccCls | -0.97| 0.58| -1.21| 9.89| 14.90|

| 5-14|si | Ty| -0.60| 0.79| -0.71| 54.66| 9.81|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -117424.1| 93014.2| 0.0| -46507.1| -2252.2| -738.8|

| 4- 9| -115065.9| -124821.6| 0.0| -28098.6| -4177.0| 292.6|

| 5-14| 64152.6| 100937.2| 0.0| -32076.3| 597.7| -2346.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.54| 1.00| -0.59| 5.49| 12.83|

| 4- 9|si | Tz | -0.42| 0.90| -0.48| 2.96| 32.40|

| 5-14|si | Ty| -0.37| 1.00| -0.41| 20.70| 4.04|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 4| 92724.9| -152862.7| 0.0| -8686.3| -1743.9| -1067.7|

| 4- 9| 32298.7| -190312.3| 0.0| -7875.0| -2224.8| -336.1|

| 5-14| 155641.1| 19120.6| 0.0| -9560.3| 456.5| -1816.0|

| 5-13| 154561.0| -48433.2| 0.0| -9534.1| -375.3| -1808.5|

DEFORMAZIONI


| 4- 4|si | Cls | 0.39| 0.54| -0.46| 7.10| 8.88|

| 4- 9|si | Tz | 0.36| 0.51| -0.37| 5.56| 28.21|

| 5-13|si |Acc | 0.40| 0.52| -0.44| 32.97| 5.24|

| 5-14|si | Ty| 0.36| 0.52| -0.39| 27.11| 5.22|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 4| -197158.2| 320597.7| 0.0| -8007.6| -1743.9| -1067.7|

| 4- 9| -58943.4| 413713.9| 0.0| -7196.2| -2224.8| -336.1|

| 5-14| -337391.9| -109582.2| 0.0| -8881.6| 456.5| -1816.0|

DEFORMAZIONI


| 4- 4|si | Cls | 1.24| 0.46| -1.04| 18.74| 21.55|

| 4- 9|si | Tz | 1.14| 0.41| -0.81| 14.69| 68.48|




| 5-14|si |Acc Ty| 1.31| 0.43| -1.00| 71.58| 12.67|



| 55| 0.| 179.| 7| 54|

| 150| 179.| 541.| 54| 81|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| -225466.7| 103059.7| 0.0| -51529.9| 425.8| -3755.0|

| 4- 8| -100651.4| 156161.0| 0.0| -33911.9| 2998.3| -3279.9|

| 5-13| -70926.1| 70926.1| 0.0| -35463.1| 552.1| -5299.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.63| 1.00| -0.71| 31.17| 2.78|

| 4- 8|si | Tz | -0.42| 0.97| -0.47| 4.43| 3.19|

| 5-13|si | Ty| -0.33| 1.00| -0.37| 24.03| 1.97|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| -645558.0| -102332.5| 0.0| -51166.3| 425.8| -3755.0|

| 4- 8| -467594.5| -179272.6| 0.0| -33632.3| 2998.3| -3279.9|

| 5-13| -607761.2| -70366.8| 0.0| -35183.4| 552.1| -5299.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -1.22| 0.66| -1.53| 78.84| 6.39|

| 4- 8|si | Tz | -0.94| 0.61| -1.18| 11.20| 7.31|

| 5-13|si | Ty| -1.01| 0.59| -1.31| 60.80| 4.53|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 8| 225822.3| 120985.2| 0.0| -10442.0| 1676.0| -2382.2|

| 5-13| 325464.3| -22008.6| 0.0| -11004.3| 81.9| -3569.6|

| 5-14| 323715.7| 65921.0| 0.0| -11159.7| 952.2| -3548.6|

DEFORMAZIONI


| 4- 8|si | Tz | 0.54| 0.52| -0.59| 7.92| 4.39|

| 5-13|si | Ty| 0.64| 0.49| -0.62| 162.04| 2.93|

| 5-14|si |AccCls | 0.69| 0.50| -0.69| 13.94| 2.95|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 8| -420955.4| -334041.6| 0.0| -9763.2| 1676.0| -2382.2|

| 5-13| -643671.4| -22500.5| 0.0| -10325.5| 81.9| -3569.6|

| 5-14| -639729.9| -192588.7| 0.0| -10480.9| 952.2| -3548.6|

DEFORMAZIONI


| 4- 8|si | Tz | 1.43| 0.48| -1.31| 20.03| 10.07|

| 5-13|si | Ty| 1.49| 0.45| -1.20| 409.91| 6.72|

| 5-14|si |AccCls | 1.75| 0.46| -1.51| 35.25| 6.76|



| 56| 0.| 179.| 8| 55|

| 149| 179.| 541.| 55| 82|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 9| -179269.3| -96171.8| 0.0| -22605.3| -2469.8| -1999.8|

| 5-14| 46343.6| 116304.6| 0.0| -23171.8| 433.4| -6190.2|

| 5- 3| -280045.6| -43707.9| 0.0| -19664.5| -1824.7| -9.3|

DEFORMAZIONI


| 4- 9|si | Tz | -0.40| 0.75| -0.48| 5.37| 5.23|

| 5- 3|si |AccCls | -0.46| 0.62| -0.58| 7.27| 1128.31|

| 5-14|si | Ty| -0.27| 1.00| -0.30| 30.62| 1.69|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI





| 1- 1| -733818.2| 171202.4| 0.0| -33396.4| -1074.6| -4860.7|

| 4- 9| -402992.8| 180131.5| 0.0| -22325.6| -2469.8| -1999.8|

| 5-14| -656764.6| 67817.0| 0.0| -22892.1| 433.4| -6190.2|

DEFORMAZIONI


| 1- 1|si |AccCls | 1.42| 0.55| -1.74| 31.24| 4.93|

| 4- 9|si | Tz | 0.80| 0.56| -1.02| 13.59| 12.00|

| 5-14|si | Ty| 1.27| 0.51| -1.33| 77.45| 3.88|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 9| 214161.4| -275780.7| 0.0| -6364.6| -1529.5| -881.8|

| 5-13| 632321.7| -74866.4| 0.0| -7067.0| -297.1| -3379.6|

DEFORMAZIONI


| 4- 9|si | Tz | 0.87| 0.48| -0.79| 21.95| 27.20|

| 5-13|si |AccCls Ty| 1.58| 0.44| -1.23| 113.00| 7.10|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 9| 134359.2| -137360.5| 0.0| -6138.4| -1529.5| -881.8|

| 5-13| 326469.7| -47982.9| 0.0| -6840.7| -297.1| -3379.6|

DEFORMAZIONI


| 4- 9|si | Tz | 0.42| 0.51| -0.44| 8.68| 11.86|

| 5-13|si |AccCls Ty| 0.75| 0.46| -0.63| 44.67| 3.09|



| 58| 0.| 179.| 40| 57|

| 147| 179.| 541.| 57| 100|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 1- 1| 183304.4| 102135.7| 0.0| -51067.8| 279.2| 4033.8|

| 4-14| 140256.7| 170673.9| 0.0| -32622.0| 2440.3| 1812.0|

| 5- 3| -72425.7| 72425.7| 0.0| -36212.9| -390.4| 5546.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -0.58| 1.00| -0.65| 47.53| 2.59|

| 4-14|si | Tz | -0.47| 0.87| -0.54| 5.44| 5.77|

| 5- 3|si | Ty| -0.34| 1.00| -0.37| 33.99| 1.88|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| 634583.1| 101408.5| 0.0| -50704.2| 279.2| 4033.8|

| 4-14| 342968.7| -102329.7| 0.0| -32342.3| 2440.3| 1812.0|

| 5- 3| 611152.0| 85258.2| 0.0| -35933.2| -390.4| 5546.5|

DEFORMAZIONI


| 1- 1|si |AccCls | -1.20| 0.66| -1.50| 120.24| 5.95|

| 4-14|si | Tz | -0.67| 0.69| -0.82| 13.76| 13.24|

| 5- 3|si | Ty| -1.04| 0.59| -1.34| 85.98| 4.32|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 3| -419724.3| -258516.4| 0.0| -9599.8| -1459.3| 2273.6|

| 5- 3| -670911.8| -106724.6| 0.0| -11671.5| -538.5| 3714.7|

DEFORMAZIONI


| 4- 3|si | Tz | 1.29| 0.48| -1.18| 23.00| 10.55|

| 5- 3|si |AccCls Ty| 1.67| 0.46| -1.42| 62.34| 6.46|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 3| -213959.0| -126452.1| 0.0| -9373.5| -1459.3| 2273.6|

| 5- 3| -334727.7| -57991.6| 0.0| -11445.3| -538.5| 3714.7|

DEFORMAZIONI


| 4- 3|si | Tz | 0.54| 0.52| -0.58| 9.09| 4.60|

| 5- 3|si |AccCls Ty| 0.71| 0.50| -0.70| 24.64| 2.81|



| 57| 0.| 179.| 41| 56|

| 148| 179.| 541.| 56| 103|





| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 4| 195298.9| -79738.8| 0.0| -22680.5| -2124.3| 1835.6|

| 5- 4| -46537.3| 102689.4| 0.0| -23268.7| 409.7| 6014.8|

| 5-14| 279356.6| 57266.5| 0.0| -18498.5| -366.9| 87.1|

DEFORMAZIONI


| 4- 4|si | Tz | -0.41| 0.74| -0.49| 6.25| 5.70|

| 5- 4|si | Ty| -0.26| 1.00| -0.28| 32.38| 1.74|

| 5-14|si |AccCls | -0.47| 0.60| -0.60| 36.17| 120.03|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 1- 1| 733735.7| 141288.7| 0.0| -33519.2| -684.8| 4695.2|

| 4- 4| 400658.0| 157917.5| 0.0| -22400.8| -2124.3| 1835.6|

| 5- 4| 655458.4| 56849.6| 0.0| -22989.0| 409.7| 6014.8|

DEFORMAZIONI


| 1- 1|si |AccCls | 1.37| 0.55| -1.68| 49.02| 5.11|

| 4- 4|si | Tz | -0.77| 0.56| -0.98| 15.80| 13.07|

| 5- 4|si | Ty| 1.25| 0.51| -1.31| 81.92| 3.99|

-------------------------------------------------------------- PROGR. 179.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 4| -249450.1| -259658.3| 0.0| -6501.7| -1432.5| 1083.7|

| 5- 4| -685127.9| 27948.0| 0.0| -6557.3| 334.0| 3681.4|

| 5- 3| -681686.1| -80846.7| 0.0| -7118.6| -327.2| 3659.8|

DEFORMAZIONI


| 4- 4|si | Tz | 0.91| 0.48| -0.84| 23.43| 22.13|

| 5- 3|si |AccCls | 1.72| 0.44| -1.34| 102.60| 6.55|

| 5- 4|si | Ty| 1.66| 0.43| -1.25| 100.50| 6.52|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 4| -151374.6| -130018.5| 0.0| -6275.4| -1432.5| 1083.7|

| 5- 4| -351963.2| -12662.2| 0.0| -6331.1| 334.0| 3681.4|

| 5- 3| -350477.9| -51238.8| 0.0| -6892.3| -327.2| 3659.8|

DEFORMAZIONI


| 4- 4|si | Tz | 0.44| 0.51| -0.46| 9.26| 9.65|

| 5- 3|si |AccCls | 0.82| 0.45| -0.68| 40.56| 2.86|

| 5- 4|si | Ty| 0.78| 0.44| -0.62| 39.73| 2.84|



| 46| 0.| 179.| 12| 45|

| 137| 179.| 541.| 45| 93|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4-13| 93516.1| -28166.3| 0.0| -14083.1| -61.5| -984.7|

| 5- 8| -22167.2| -470372.8| 0.0| -11083.6| -4181.6| 83.6|

| 5- 7| -66763.6| -419554.9| 0.0| -8298.5| -3738.3| 543.0|

| 5- 9| -13227.2| 444047.1| 0.0| -6613.6| 4105.7| -123.2|

DEFORMAZIONI


| 4-13|si | Ty| -0.22| 0.84| -0.26| 531.42| 23.37|

| 5- 7|si | Cls | 1.11| 0.43| -0.83| 8.74| 42.38|

| 5- 8|si | Tz | 1.06| 0.43| -0.79| 7.81| 275.38|

| 5- 9|si |Acc | 1.13| 0.39| -0.71| 7.96| 186.80|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4-13| 27830.7| -27830.7| 0.0| -13915.3| -61.5| -984.7|

| 5- 8| -21831.6| -189682.1| 0.0| -10915.8| -4181.6| 83.6|

| 5- 9| -12891.6| 168451.8| 0.0| -6445.8| 4105.7| -123.2|

DEFORMAZIONI





| 4-13|si | Ty| -0.14| 1.00| -0.15| 201.26| 9.63|

| 5- 8|si | ClsTz | -0.28| 0.60| -0.34| 2.96| 113.45|

| 5- 9|si |Acc | 0.29| 0.49| -0.28| 3.01| 76.96|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4-13| 69495.0| 15159.1| 0.0| -3841.5| 157.3| -798.5|

| 5- 9| 27177.6| 224487.3| 0.0| -1077.9| 2741.7| -341.1|

| 5-10| 53571.5| 201765.2| 0.0| -2116.2| 2460.3| -625.1|

DEFORMAZIONI


| 4-13|si | Ty| 0.17| 0.50| -0.18| 78.67| 11.87|

| 5- 9|si |Acc Tz | 0.71| 0.36| -0.40| 4.51| 27.80|

| 5-10|si | Cls | 0.66| 0.40| -0.44| 5.03| 15.17|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4-13| -147291.7| -27544.9| 0.0| -3162.8| 157.3| -798.5|

| 5- 9| -65423.9| -519879.9| 0.0| -399.2| 2741.7| -341.1|

| 5-10| -116152.3| -466199.5| 0.0| -1437.4| 2460.3| -625.1|

DEFORMAZIONI


| 4-13|si | Ty| 0.54| 0.41| -0.37| 207.72| 28.82|

| 5- 9|si |Acc Tz | 1.76| 0.36| -0.97| 11.92| 67.47|

| 5-10|si | Cls | 1.68| 0.38| -1.04| 13.28| 36.81|



| 48| 0.| 179.| 9| 47|

| 139| 179.| 541.| 47| 88|


| Rett.| 0.| 541.| 541.| 40.| 25.| 0.| 0.| 0.| 0.|

CASI DI CARICO





-------------------------------------------------------------- PROGR. 0.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4-10| -137291.1| -58483.4| 0.0| -9618.2| -589.7| 1146.7|

| 5- 8| -45645.0| -492146.8| 0.0| -11507.7| -4411.1| 234.6|

| 5- 7| -97805.7| -436065.8| 0.0| -9911.2| -3896.7| 709.0|

DEFORMAZIONI


| 4-10|si | Ty| 0.32| 0.55| -0.40| 55.41| 20.07|

| 5- 7|si |AccCls | 1.18| 0.44| -0.94| 8.38| 32.46|

| 5- 8|si | Tz | 1.16| 0.43| -0.89| 7.41| 98.10|

-------------------------------------------------------------- PROGR. 67.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4-10| -60319.1| -18901.3| 0.0| -9450.4| -589.7| 1146.7|

| 5- 8| -29898.5| -196053.9| 0.0| -11339.9| -4411.1| 234.6|

| 5- 9| -29135.0| 222440.1| 0.0| -14567.5| 4357.5| 337.2|

DEFORMAZIONI


| 4-10|si | Ty| -0.14| 0.86| -0.17| 20.98| 8.27|

| 5- 8|si | Tz | -0.31| 0.59| -0.36| 2.81| 40.42|

| 5- 9|si |AccCls | -0.35| 0.64| -0.40| 2.84| 28.11|

-------------------------------------------------------------- PROGR. 270.


Trasv. Z |N. 4|A 2.0|


SOLLECITAZIONI


| 4- 7| 49118.6| 23497.7| 0.0| -4350.8| 360.7| -599.3|

| 5- 9| -7641.8| 201879.6| 0.0| -3820.9| 2637.6| -9.0|

| 5- 8| 8858.5| -199300.3| 0.0| -1983.7| -2545.2| -106.5|

| 5-10| 23886.5| 176552.8| 0.0| -4435.0| 2325.3| -311.1|

DEFORMAZIONI


| 4- 7|si | Ty| -0.11| 0.60| -0.14| 34.31| 15.82|

| 5- 8|si |Acc | 0.55| 0.36| -0.31| 4.86| 89.04|

| 5- 9|si | Tz | 0.48| 0.40| -0.32| 4.69| 1049.02|

| 5-10|si | Cls | 0.42| 0.44| -0.32| 5.32| 30.48|

-------------------------------------------------------------- PROGR. 541.


Trasv. Z |N. 16|A 8.0|


SOLLECITAZIONI


| 4- 7| -113588.4| -74429.2| 0.0| -3672.0| 360.7| -599.3|

| 5- 9| -6284.3| -514216.0| 0.0| -3142.2| 2637.6| -9.0|

| 5- 8| -20049.2| 491731.7| 0.0| -1304.9| -2545.2| -106.5|

| 5-10| -60572.7| -454777.9| 0.0| -3756.3| 2325.3| -311.1|

DEFORMAZIONI


| 4- 7|si | Ty| 0.47| 0.45| -0.38| 90.58| 38.40|

| 5- 8|si |Acc | 1.52| 0.34| -0.79| 12.84| 216.14|

| 5- 9|si | Tz | 1.48| 0.35| -0.79| 12.39| 2546.32|

| 5-10|si | Cls | 1.40| 0.38| -0.86| 14.05| 73.98|




VERIFICA TRAVI CONTINUE:


Nome travata : CORDOLI SC01A - SC01B

Metodo di verifica : stati limite.

Unità di misura : cm; daN; daN/cm; daNcm; daN/cm2; deform.*1000.


MATERIALI


gc =1.6 ; fcd=155.6; fbd= 25.7; fctd= 11.4; EpsMax=3.5

ACCIAIO: FeB44k; fk(1%)=4300. ; fyk=4300. ; Ea=2050000. ;

ga =1.15; fyd=3739.1; EpsMax=10.


GRUPPO : a (poco aggressivo).

CLS : σc (rara)=149.4; σc (quasi permanente)=112. ; fbd(esesrcizio)= 25.7 ACCIAIO: σf (rara)=3010.; Coeff.Omogein.= 15 FESSURE: Wk(rara)=*** ; Wk(fre.)=.4 ; Wk(q.p.)=.2 ;

c/cmin= 1 [Circ. 15/10/96 N.252 B.6.2]; kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE

Cam.| Descriz. |S.ini|Sez. |S.fin|Incl.|L.assi |L.netta|

1| C1| 1| 1| 1| 0| 1210.| 1210.| 22


FLESSIONE:


> 22.| 22.|1.|1.| 0.!0. !0. ! -688786.!-1.67|10. |2.| .143! *** !SI|

VERIFICHE A TAGLIO

TAGLIO:

Progressive|Se| Vsd | VRd1 | VRd2 | Vrd3 Vcd Vwd Asw s |Ve|

> 0.| 0.|1.| 0.! 3102.| 45754.! 13262.! 6706.! 6631.! 1.01|25. |SI|

119.|119.|1.| 0.| 3738.! 45754.| 13262.| 6706.| 6631.| 1.01|25. |SI|

1210.|1210|1.| 0.| 3102.| 45754.| 13262.| 6706.| 6631.| 1.01|25. |SI|



Progressive|Se|Ar Momemto σc σf | As hc,ef Eps Sr,max Wk |Ve| > 22.| 22.|1.|1.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|





ARMATURE LONGITUDINALI


1| 8.04| .745| 4.02| .372|2d16 | 4.02| .372|2d16 |

MESSAGGI

22) Rapporti di snellezza limite non soddisfatti (l > 1000 cm): occorre la verifica allo stato limite di deformazione [DM 4.3.3.3].







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE





DESCRIZIONE CAMPATE


1| A8| 3| 3| 3| 0| 340.| 300.| 1.964|1.3|5. |173.14 |

2| A9| 3| 3| 3| 0| 426.| 386.| 2.461|1.5|4.711|196.375|

3| A11| 3| 3| 3| 0| 330.| 290.| 1.909|1.5|5. |208.425|

4| A12| 3| 3| 3| 0| 219.| 179.| 1.263|1.3|5. |173.14 |


SLU |


1.|statica folla 1.|

2.|statica neve 1.|

3.|sisma 1.|


FLESSIONE:


> 0.| 0.|3.|1.| -382088.!-.002| .014|-5105292.|-.022| .186|2.| .105!13.36|SI|

0.| 0.|3.|1.| 841991.|-.005| .016| 9782417.|-.059| .186|2.| .24 |11.62|SI|

26.| 26.|3.|2.| -382088.|-.002| .013|-5441957.!-.023| .186|2.| .111|14.24|SI|

114.|114.|3.|2.| -32455.|0. | .001|-5441957.|-.023| .186|2.| .111|167.7!SI|

226.|226.|3.|2.| 1718759.!-.01 ! .031!10380393.|-.062| .186|2.| .25 |6.039!SI|

263.|263.|3.|3.| 1695306.|-.008| .017|18303595.|-.092| .186|2.| .329!10.8 |SI|

288.|288.|3.|4.| 1694750.|-.007| .016|19114970.!-.087| .186|2.| .319|11.28|SI|

340.|340.|3.|4.| 1691408.|-.007| .016|19114970.|-.087| .186|2.| .319|11.3 |SI|

> 340.| 0.|3.|4.| 1828172.|-.008| .018|19114970.!-.087| .186|2.| .319|10.46|SI|

417.| 77.|3.|3.| 1953737.|-.009| .02 |18303595.|-.092| .186|2.| .329!9.369|SI|

462.|122.|3.|5.| 1956480.!-.012! .039! 9216819.|-.058| .186|2.| .236|4.711!SI|

689.|349.|3.|6.| -600756.|-.002| .02 |-5458944.|-.022| .186|2.| .105!9.087|SI|

765.|426.|3.|7.| -623328.!-.002| .011|-10734238!-.033| .186|2.| .149|17.22|SI|

765.|426.|3.|7.| 787550.|-.003| .008|17990551.|-.084| .186|2.| .31 |22.84!SI|

> 765.| 0.|3.|7.| -761486.!-.002| .013|-10734238|-.033| .186|2.| .149|14.1 |SI|

765.| 0.|3.|7.| 446864.|-.002| .005|17990551.|-.084| .186|2.| .31 |40.26|SI|

842.| 77.|3.|6.| -747859.|-.003| .026!-5458944.|-.022| .186|2.| .105!7.299!SI|

948.|183.|3.|5.| -87968.|0. | .003|-5438620.|-.024| .186|2.| .113|61.83!SI|

948.|183.|3.|5.| 778647.!-.005! .016| 9216819.|-.058| .186|2.| .236|11.84|SI|

1019.|253.|3.|8.| 771089.|-.003| .008|18809146.|-.094| .186|2.| .335!24.39|SI|

1044.|279.|3.|9.| 776024.|-.003| .008|19114970.!-.087| .186|2.| .319|24.63|SI|

1096.|330.|3.|9.| -716478.|-.002| .012|-10742180!-.032| .186|2.| .148|14.99|SI|

1096.|330.|3.|9.| 707052.|-.003| .007|19114970.|-.087| .186|2.| .319|27.04|SI|

>1096.| 0.|3.|9.| -621818.!-.002| .011|-10742180!-.032| .186|2.| .148|17.28|SI|

1096.| 0.|3.|9.| 459063.|-.002| .004|19114970.!-.087| .186|2.| .319!41.64|SI|

1173.| 77.|3.|2.| -608592.|-.003| .021!-5441957.|-.023| .186|2.| .111|8.942!SI|

1205.|109.|3.|2.| 487909.!-.003! .009|10380393.|-.062| .186|2.| .25 |21.28|SI|

1263.|167.|3.|2.| -6359.|0. |0. |-5441957.|-.023| .186|2.| .111|855.8!SI|

1314.|219.|3.|1.| -6359.|0. |0. |-5105292.|-.022| .186|2.| .105!802.9|SI|

1314.|219.|3.|1.| 445779.|-.003| .008| 9782417.|-.059| .186|2.| .24 |21.95|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| 17239.! 16477.|132420.|118959.| 2.01|25. |2.5 |SI|

188.|188.|3.| 3124.| 19065.!132420.|118959.| 2.01|25. |2.5 |SI|

340.|340.|3.| -7090.! 16477.|132420.!118959.! 2.01|25. |2.5 |SI|

> 340.| 0.|3.| 9032.! 16477.|132420.|118959.| 2.01|25. |2.5 |SI|

462.|122.|3.| 3155.| 18331.!132420.|118959.| 2.01|25. |2.5 |SI|

765.|426.|3.|-18495.! 16477.|132420.!118959.! 2.01|25. |2.5 |SI|

> 765.| 0.|3.| 11482.! 16477.|132420.|118959.| 2.01|25. |2.5 |SI|

1096.|330.|3.|-11481.! 16477.!132420.!118959.! 2.01|25. |2.5 |SI|

>1096.| 0.|3.| 10782.! 16477.|132420.|118959.| 2.01|25. |2.5 |SI|

1314.|219.|3.| -6494.! 16477.!132420.!118959.! 2.01|25. |2.5 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

340.|340.|3.|4.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 340.| 0.|3.|4.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

765.|426.|3.|7.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 765.| 0.|3.|7.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1096.|330.|3.|9.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>1096.| 0.|3.|9.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1314.|219.|3.|1.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|



340.|340.|3.|4.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 340.| 0.|3.|4.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

765.|426.|3.|7.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 765.| 0.|3.|7.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1096.|330.|3.|9.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>1096.| 0.|3.|9.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1314.|219.|3.|1.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|



340.|340.|3.|4.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 340.| 0.|3.|4.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

765.|426.|3.|7.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 765.| 0.|3.|7.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1096.|330.|3.|9.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>1096.| 0.|3.|9.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1314.|219.|3.|1.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|






1|24.13| .256| 8.04| .085|4d16 |16.08| .171|6d16 +2d16 |

2|27.14| .288| 9.05| .096|4d16 +2d8 |18.1 | .192|6d16 +4d8 +2d16 |

3|41.22| .437| 9.05| .096|4d16 +2d8 |32.17| .341|6d16 +7d16 +4d8 ...|

4|52.28| .554|18.1 | .192|4d16 +4d16 +2d8 ...|34.18| .363|6d16 +7d16 +4d8 ...|

5|25.13| .267| 9.05| .096|4d16 +2d8 |16.08| .171|7d16 +4d8 |

6|39.21| .416| 9.05| .096|4d16 +2d8 |30.16| .32 |7d16 +7d16 +4d8 |

7|50.27| .533|18.1 | .192|4d16 +4d16 +2d8 ...|32.17| .341|7d16 +7d16 +4d8 ...|

8|44.23| .469|10.05| .107|4d16 +2d8 +2d8 |34.18| .363|7d16 +6d16 +4d8 ...|

9|52.28| .554|18.1 | .192|4d16 +4d16 +2d8 ...|34.18| .363|7d16 +6d16 +4d8 ...|


Nome travata : 25 - Travata M5




MATERIALI



ACCIAIO: FeB38k; fk(1%)=4383.3; fyk=4383.3; Ea=2050000. ;

ga =1.15; fyd=3811.5; EpsMax=10.





SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A1| 3| 3| 3| 0| 189.| 156.|

2| A2| 3| 3| 3| 0| 510.| 470.|

3| A3| 3| 3| 3| 0| 335.| 295.|

4| A4| 3| 3| 3| 0| 435.| 395.|

5| A5| 3| 3| 3| 0| 543.| 503.|

6| A6| 3| 3| 3| 0| 492.| 452.|

7| A7| 3| 3| 3| 0| 540.| 500.|


SLU |


1.|statica folla 1.|

2.|statica neve 1.|

3.|sisma 1.|

VERIFICHE A TAGLIO

TAGLIO:

Progressive|Se| Vsd | VRd1 | VRd2 | Vrd3 Vcd Vwd Asw s |Ve|

> 0.| 0.|3.| 8094.! 17244.!282366.! 87735.! 41386.! 46349.! 2.01|25. |SI|

189.|189.|3.| 24689.! 17244.|282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

> 189.| 0.|3.|-22190.! 17244.|282366.! 87735.! 41386.! 46349.! 2.01|25. |SI|

354.|165.|3.| -6086.| 19107.!282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

699.|510.|3.| 30992.! 17244.|282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

> 699.| 0.|3.|-23056.! 17244.|282366.! 87735.! 41386.! 46349.! 2.01|25. |SI|

811.|112.|3.|-10345.| 19251.!282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

1034.|335.|3.| 14343.! 17244.|282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

>1034.| 0.|3.|-25577.! 17244.|282366.! 87735.! 41386.! 46349.! 2.01|25. |SI|

1190.|157.|3.| -9246.| 19107.!282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

1469.|435.|3.| 16763.! 17244.|282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

>1469.| 0.|3.|-23782.! 17244.|282366.! 87735.! 41386.! 46349.! 2.01|25. |SI|

1631.|163.|3.|-10405.| 19107.!282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

2012.|543.|3.| 17403.! 17244.|282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

>2012.| 0.|3.|-17439.! 17244.|282366.! 87735.! 41386.! 46349.! 2.01|25. |SI|

2172.|161.|3.| -6116.| 19107.!282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

2504.|492.|3.| 18799.! 17244.|282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

>2504.| 0.|3.|-25174.! 17244.|282366.! 87735.! 41386.! 46349.! 2.01|25. |SI|

2666.|162.|3.|-11353.| 19107.!282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|

3044.|540.|3.| 28848.! 17244.|282366.| 87735.| 41386.| 46349.| 2.01|25. |SI|



Progressive|Se|Ar Momemto σc σf | As hc,ef Eps Sr,max Wk |Ve| > 0.| 0.|3.|1.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

189.|189.|3.|4.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 189.| 0.|3.|4.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

699.|510.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 699.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1034.|335.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>1034.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1469.|435.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>1469.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

2012.|543.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>2012.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

2504.|492.|3.|11| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>2504.| 0.|3.|11| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

3044.|540.|3.|1.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|






189.|189.|3.|4.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 189.| 0.|3.|4.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

699.|510.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 699.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1034.|335.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>1034.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1469.|435.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>1469.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

2012.|543.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>2012.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

2504.|492.|3.|11| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>2504.| 0.|3.|11| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

3044.|540.|3.|1.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|



189.|189.|3.|4.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 189.| 0.|3.|4.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

699.|510.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

> 699.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1034.|335.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>1034.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

1469.|435.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>1469.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

2012.|543.|3.|8.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>2012.| 0.|3.|8.| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

2504.|492.|3.|11| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|

>2504.| 0.|3.|11| 0.| 0. | 0. | 0. | 0. | 0. | 0. | 0. |SI|

3044.|540.|3.|1.| 0.! 0. ! 0. ! 0. | 0. | 0. | 0. | 0. !SI|



1|24.13| .256|12.06| .128|6d16 |12.06| .128|4d16 +2d16 |

2|27.14| .288|13.07| .139|6d16 +2d8 |14.07| .149|4d16 +4d8 +2d16 |

3|42.22| .448|26.14| .277|6d16 +6d16 +2d8 ...|16.08| .171|4d16 +4d8 +4d8 ...|

4|54.29| .576|26.14| .277|6d16 +6d16 +2d8 ...|28.15| .299|4d16 +6d16 +4d8 ...|

5|39.21| .416|13.07| .139|6d16 +2d8 |26.14| .277|4d16 +6d16 +4d8 ...|

6|27.14| .288|13.07| .139|6d16 +2d8 |14.07| .149|6d16 +4d8 |

7|39.21| .416|13.07| .139|6d16 +2d8 |26.14| .277|6d16 +6d16 +4d8 |

8|54.29| .576|26.14| .277|6d16 +6d16 +2d8 ...|28.15| .299|6d16 +6d16 +4d8 ...|

9|39.21| .416|13.07| .139|6d16 +2d8 |26.14| .277|6d16 +4d16 +4d8 ...|

10|42.22| .448|14.07| .149|6d16 +2d8 +2d8 |28.15| .299|6d16 +4d16 +4d8 ...|

11|54.29| .576|26.14| .277|6d16 +6d16 +2d8 ...|28.15| .299|6d16 +4d16 +4d8 ...|

MESSAGGI

8) Armatura inferiore tesa inferiore a .15% [DM 5.3.1].

9) Armatura superiore tesa inferiore a .15% [DM 5.3.1].

10) Armatura inferiore insufficiente (solo per zone sismiche).

11) Armatura superiore insufficiente (solo per zone sismiche).







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE



DESCRIZIONE CAMPATE


1| A40| 3| 3| 3| 0| 114.| 114.| .662| .4|5. | 45.546|

2| A165| 4| 4| 4| 0| 115.| 115.| .935|1.5|4.809|120.493|

3| A166| 3| 3| 3| 0| 50.| 30.| .289|1.5|3.563|103.655|

4| A41| 3| 3| 3| 0| 112.| 92.| .649|1.5|5. |143.407|

5| A167| 4| 4| 4| 0| 175.| 175.| 1.423|1.5|5. |125.268|

6| A168| 3| 3| 3| 0| 129.| 109.| .746|1.3|5. |144.215|


SLU |












SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |










5.|permanente | 5.|permanente | 5.|permanente |






FLESSIONE:


> 19.| 19.|3.|1.| -121420.|0. | .002|-10220864|-.032| .186|2.| .147!84.18!SI|

38.| 38.|3.|2.| 488921.|-.003| .008|10703598.!-.062| .186|2.| .25 |21.89|SI|

57.| 57.|3.|2.| 495235.!-.003| .009|10703598.|-.062| .186|2.| .25 |21.61|SI|

114.|114.|3.|3.| -149267.!-.001| .003|-11009173!-.04 | .186|2.| .176|73.76|SI|

114.|114.|3.|3.| 495235.|-.005! .013! 7170125.|-.071| .186|2.| .275!14.48!SI|

> 114.| 0.|4.|4.| -225408.|-.002| .006|-7190738.|-.071| .186|2.| .276|31.9 !SI|

114.| 0.|4.|4.| 978163.|-.009| .025| 7170125.!-.071| .186|2.| .275!7.33 |SI|

189.| 75.|4.|4.| 1490853.!-.014! .039! 7170125.|-.071| .186|2.| .275|4.809!SI|

229.|115.|4.|4.| -314168.!-.003| .008|-7190738.!-.071| .186|2.| .276!22.89|SI|

229.|115.|4.|4.| 1490853.|-.014| .039| 7170125.|-.071| .186|2.| .275|4.809|SI|

> 229.| 0.|3.|3.| -388013.|-.001| .007|-11009173|-.04 | .186|2.| .176|28.37|SI|

229.| 0.|3.|3.| 2012607.!-.019! .052! 7170125.|-.071| .186|2.| .275|3.563!SI|

254.| 25.|3.|5.| 2012607.|-.011| .026|14277728.!-.083| .186|2.| .307!7.094|SI|

279.| 50.|3.|5.| -388013.!-.001| .006|-11190117!-.037| .186|2.| .165!28.84!SI|

279.| 50.|3.|5.| 2012607.|-.011| .026|14277728.|-.083| .186|2.| .307|7.094|SI|

> 279.| 0.|3.|5.| -155811.|0. | .003|-11190117!-.037| .186|2.| .165|71.82!SI|

279.| 0.|3.|5.| 1861288.!-.01 | .024|14277728.!-.083| .186|2.| .307!7.671|SI|

374.| 94.|3.|6.| -166226.|-.001| .003|-11167574|-.037| .186|2.| .164!67.18|SI|

392.|112.|3.|3.| -166226.!-.001| .003|-11009173|-.04 | .186|2.| .176|66.23|SI|

392.|112.|3.|3.| 1329746.|-.012! .034! 7170125.|-.071| .186|2.| .275|5.392!SI|

> 392.| 0.|4.|4.| -180981.|-.002| .005|-7190738.|-.071| .186|2.| .276|39.73!SI|

392.| 0.|4.|4.| 699216.!-.007! .018! 7170125.!-.071| .186|2.| .275!10.26!SI|

567.|175.|4.|4.| -340682.!-.003| .009|-7190738.!-.071| .186|2.| .276!21.11|SI|

567.|175.|4.|4.| 304790.|-.003| .008| 7170125.|-.071| .186|2.| .275|23.53|SI|

> 567.| 0.|3.|3.| -425245.|-.001| .007|-11009173!-.04 | .186|2.| .176|25.89|SI|

567.| 0.|3.|3.| 123309.|-.001| .003| 7170125.|-.071| .186|2.| .275!58.15|SI|

593.| 26.|3.|2.| 123309.|-.001| .002|10703598.!-.062| .186|2.| .25 |86.8 !SI|

619.| 52.|3.|2.| -455247.!-.001| .008|-10750223|-.034| .186|2.| .153|23.61!SI|

643.| 76.|3.|2.| 268792.!-.001| .005|10703598.|-.062| .186|2.| .25 |39.82|SI|

696.|129.|3.|2.| -454078.|-.001| .008!-10750223|-.034| .186|2.| .153!23.68|SI|

696.|129.|3.|2.| 268792.|-.001! .005|10703598.|-.062| .186|2.| .25 |39.82|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -1070.| 13731.|137853.|138785.| 2.01|15. |1.75|SI|

0.| 0.|3.| 1633.| 13731.|137853.|138785.| 2.01|15. |1.75|SI|

114.|114.|3.| -1434.! 13731.!137853.!138785.! 2.01|15. |1.75|SI|

114.|114.|3.| 9485.! 13731.|137853.|138785.| 2.01|15. |1.75|SI|

> 114.| 0.|4.| -1434.| 10370.|108626.|108621.| 2.01|10. |1.3 |SI|

114.| 0.|4.| 9485.! 10370.|108626.|108621.| 2.01|10. |1.3 |SI|

229.|115.|4.| -1434.! 13737.!108626.!108621.! 2.01|10. |1.3 |SI|

229.|115.|4.| 7830.| 13737.|108626.|108621.| 2.01|10. |1.3 |SI|

> 229.| 0.|3.| -1434.| 13731.|137853.|138785.! 2.01|15. |1.75|SI|

229.| 0.|3.| 7830.| 13731.|137853.|138785.| 2.01|15. |1.75|SI|

279.| 50.|3.| -1514.! 16233.!160007.! 0.| *** | ** | ** |SI|

279.| 50.|3.| 13083.! 16233.|160007.| 0.| *** | ** | ** |SI|

279.| 0.|3.| 1063.! 16233.|160007.| 0.| *** | ** | ** |SI|

392.|112.|3.| -3961.| 16233.!137853.|138785.! 2.01|15. |1.75|SI|

392.|112.|3.| 983.| 16233.|137853.|138785.| 2.01|15. |1.75|SI|

> 392.| 0.|4.| -3961.| 13737.!108626.|108621.| 2.01|10. |1.3 |SI|

392.| 0.|4.| 983.! 13737.|108626.|108621.| 2.01|10. |1.3 |SI|

567.|175.|4.| -6480.! 10370.|108626.!108621.! 2.01|10. |1.3 |SI|

567.|175.|4.| 6.| 10370.|108626.|108621.| 2.01|10. |1.3 |SI|

> 567.| 0.|3.| -6480.! 13731.|137853.|138785.! 2.01|15. |1.75|SI|

567.| 0.|3.| 6.| 13731.|137853.|138785.| 2.01|15. |1.75|SI|

696.|129.|3.| -870.| 13731.!160007.! 0.| *** | ** | ** |SI|

696.|129.|3.| 10650.! 13731.|160007.| 0.| *** | ** | ** |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| 19.| 19.|3.|1.| 23869.| -.2| 9.3|16.08| 7.5 | .0003| 20.16| .001|SI|

38.| 38.|3.|2.| -72791.| -.3| 26.5|16.08| 7.5 | .0008| 11.28| .001|SI|

38.| 38.|3.|2.| 39580.| -.3| 14.4|16.08| 7.5 | .0004| 20.16| .001|SI|

57.| 57.|3.|2.| -72097.| -.3| 26.2|16.08| 7.5 | .0007| 11.28| .001|SI|

57.| 57.|3.|2.| 72741.| -.6| 26.5|16.08| 7.5 | .0008| 20.16| .002|SI|

95.| 95.|3.|3.| 244281.| -1.9| 94.5|16.08| 7.5 | .0027| 20.16| .005!SI|

114.|114.|3.|3.| -149267.! -.7| 52.8|16.08| 7.5 | .0015| 11.28| .002|SI|

114.|114.|3.|3.| 359727.! -4.8! 195.9! *** | *** | ***** | **** | **** |SI|

> 114.| 0.|4.|4.| -149267.| -2. | 81.1|16.08| 7.5 | .0023| 11.28| .003|SI|




114.| 0.|4.|4.| 359727.| -4.8| 195.9|16.08| 7.5 | .0056| 11.28| .006|SI|

229.|115.|4.|4.| -314168.! -4.2| 170.6|16.08| 7.5 | .0049| 11.28| .006|SI|

229.|115.|4.|4.| 1060777.! -14.1! 577.8!16.08| 7.5 | .0174| 11.28| .02 !SI|

> 229.| 0.|3.|3.| -314168.| -1.5| 111.2|16.08| 7.5 | .0032| 11.28| .004|SI|

229.| 0.|3.|3.| 1060777.| -14.1! 577.8! *** | *** | ***** | **** | **** |SI|

279.| 50.|3.|5.| -388013.! -1.7| 135.4|16.08| 7.5 | .0039| 11.28| .004|SI|

279.| 50.|3.|5.| 1425430.! -10.8| 387.4|16.08| 7.5 | .0111| 20.16| .022!SI|

> 279.| 0.|3.|5.| -135571.| -.6| 47.3|16.08| 7.5 | .0014| 11.28| .002|SI|

279.| 0.|3.|5.| 1320046.! -10. ! 358.8!16.08| 7.5 | .0103| 20.16| .021!SI|

392.|112.|3.|3.| -166226.! -.8| 58.8|16.08| 7.5 | .0017| 11.28| .002|SI|

392.|112.|3.|3.| 509619.| -6.8| 277.6| *** | *** | ***** | **** | **** |SI|

> 392.| 0.|4.|4.| -166226.| -2.2| 90.3|16.08| 7.5 | .0026| 11.28| .003|SI|

392.| 0.|4.|4.| 509619.! -6.8! 277.6!16.08| 7.5 | .0079| 11.28| .009!SI|

567.|175.|4.|4.| -214853.! -2.9| 116.7|16.08| 7.5 | .0033| 11.28| .004|SI|

567.|175.|4.|4.| 123309.| -1.6| 67.2|16.08| 7.5 | .0019| 11.28| .002|SI|

> 567.| 0.|3.|3.| -214853.| -1. | 76. |16.08| 7.5 | .0022| 11.28| .002|SI|

567.| 0.|3.|3.| 123309.! -1.6! 67.2| *** | *** | ***** | **** | **** |SI|

619.| 52.|3.|2.| -253830.! -1.1| 92.3!16.08| 7.5 | .0026| 11.28| .003!SI|

696.|129.|3.|2.| -206224.| -.9| 75. |16.08| 7.5 | .0021| 11.28| .002|SI|

696.|129.|3.|2.| 64731.| -.5| 23.6|16.08| 7.5 | .0007| 20.16| .001|SI|



38.| 38.|3.|2.| -72791.| -.3| 26.5|16.08| 7.5 | .0008| 11.28| .001|SI|

38.| 38.|3.|2.| 39580.| -.3| 14.4|16.08| 7.5 | .0004| 20.16| .001|SI|

57.| 57.|3.|2.| -72097.| -.3| 26.2|16.08| 7.5 | .0007| 11.28| .001|SI|

57.| 57.|3.|2.| 68784.| -.5| 25.1|16.08| 7.5 | .0007| 20.16| .001|SI|

95.| 95.|3.|3.| 229744.| -1.8| 88.9|16.08| 7.5 | .0025| 20.16| .005!SI|

114.|114.|3.|3.| -149267.! -.7| 52.8|16.08| 7.5 | .0015| 11.28| .002|SI|

114.|114.|3.|3.| 336977.! -4.5! 183.5! *** | *** | ***** | **** | **** |SI|

> 114.| 0.|4.|4.| -149267.| -2. | 81.1|16.08| 7.5 | .0023| 11.28| .003|SI|

114.| 0.|4.|4.| 336977.| -4.5| 183.5|16.08| 7.5 | .0052| 11.28| .006|SI|

229.|115.|4.|4.| -314168.! -4.2| 170.6|16.08| 7.5 | .0049| 11.28| .006|SI|

229.|115.|4.|4.| 981054.! -13. ! 534.3!16.08| 7.5 | .0154| 11.28| .017!SI|

> 229.| 0.|3.|3.| -314168.| -1.5| 111.2|16.08| 7.5 | .0032| 11.28| .004|SI|

229.| 0.|3.|3.| 981054.| -13. ! 534.3! *** | *** | ***** | **** | **** |SI|

279.| 50.|3.|5.| -388013.! -1.7| 135.4|16.08| 7.5 | .0039| 11.28| .004|SI|

279.| 50.|3.|5.| 1312915.! -10. | 356.9|16.08| 7.5 | .0102| 20.16| .021!SI|

> 279.| 0.|3.|5.| -135571.| -.6| 47.3|16.08| 7.5 | .0014| 11.28| .002|SI|

279.| 0.|3.|5.| 1204332.! -9.1! 327.3!16.08| 7.5 | .0094| 20.16| .019!SI|

392.|112.|3.|3.| -166226.! -.8| 58.8|16.08| 7.5 | .0017| 11.28| .002|SI|

392.|112.|3.|3.| 471593.| -6.3| 256.9| *** | *** | ***** | **** | **** |SI|

> 392.| 0.|4.|4.| -166226.| -2.2| 90.3|16.08| 7.5 | .0026| 11.28| .003|SI|

392.| 0.|4.|4.| 471593.! -6.3! 256.9!16.08| 7.5 | .0073| 11.28| .008!SI|

567.|175.|4.|4.| -214853.! -2.9| 116.7|16.08| 7.5 | .0033| 11.28| .004|SI|

567.|175.|4.|4.| 123309.| -1.6| 67.2|16.08| 7.5 | .0019| 11.28| .002|SI|

> 567.| 0.|3.|3.| -214853.| -1. | 76. |16.08| 7.5 | .0022| 11.28| .002|SI|

567.| 0.|3.|3.| 123309.! -1.6! 67.2| *** | *** | ***** | **** | **** |SI|

619.| 52.|3.|2.| -228449.! -1. | 83.1!16.08| 7.5 | .0024| 11.28| .003!SI|

696.|129.|3.|2.| -206224.| -.9| 75. |16.08| 7.5 | .0021| 11.28| .002|SI|

696.|129.|3.|2.| 64731.| -.5| 23.6|16.08| 7.5 | .0007| 20.16| .001|SI|



38.| 38.|3.|2.| -72791.| -.3| 26.5|16.08| 7.5 | .0008| 11.28| .001|SI|

38.| 38.|3.|2.| 39580.| -.3| 14.4|16.08| 7.5 | .0004| 20.16| .001|SI|

57.| 57.|3.|2.| -72097.| -.3| 26.2|16.08| 7.5 | .0007| 11.28| .001|SI|

57.| 57.|3.|2.| 67483.| -.5| 24.6|16.08| 7.5 | .0007| 20.16| .001|SI|

95.| 95.|3.|3.| 225397.| -1.8| 87.2|16.08| 7.5 | .0025| 20.16| .005!SI|

114.|114.|3.|3.| -149267.! -.7| 52.8|16.08| 7.5 | .0015| 11.28| .002|SI|

114.|114.|3.|3.| 330264.! -4.4! 179.9! *** | *** | ***** | **** | **** |SI|

> 114.| 0.|4.|4.| -149267.| -2. | 81.1|16.08| 7.5 | .0023| 11.28| .003|SI|

114.| 0.|4.|4.| 330264.| -4.4| 179.9|16.08| 7.5 | .0051| 11.28| .006|SI|

229.|115.|4.|4.| -314168.! -4.2| 170.6|16.08| 7.5 | .0049| 11.28| .006|SI|

229.|115.|4.|4.| 957926.! -12.7! 521.7!16.08| 7.5 | .0149| 11.28| .017!SI|

> 229.| 0.|3.|3.| -314168.| -1.5| 111.2|16.08| 7.5 | .0032| 11.28| .004|SI|

229.| 0.|3.|3.| 957926.| -12.7! 521.7! *** | *** | ***** | **** | **** |SI|

279.| 50.|3.|5.| -388013.! -1.7| 135.4|16.08| 7.5 | .0039| 11.28| .004|SI|

279.| 50.|3.|5.| 1280338.! -9.7| 348. |16.08| 7.5 | .0099| 20.16| .02 !SI|

> 279.| 0.|3.|5.| -135571.| -.6| 47.3|16.08| 7.5 | .0014| 11.28| .002|SI|

279.| 0.|3.|5.| 1170814.! -8.9! 318.2!16.08| 7.5 | .0091| 20.16| .018!SI|

392.|112.|3.|3.| -166226.! -.8| 58.8|16.08| 7.5 | .0017| 11.28| .002|SI|

392.|112.|3.|3.| 460506.| -6.1| 250.8| *** | *** | ***** | **** | **** |SI|

> 392.| 0.|4.|4.| -166226.| -2.2| 90.3|16.08| 7.5 | .0026| 11.28| .003|SI|

392.| 0.|4.|4.| 460506.! -6.1! 250.8!16.08| 7.5 | .0072| 11.28| .008!SI|

567.|175.|4.|4.| -214853.! -2.9| 116.7|16.08| 7.5 | .0033| 11.28| .004|SI|

567.|175.|4.|4.| 123309.| -1.6| 67.2|16.08| 7.5 | .0019| 11.28| .002|SI|

> 567.| 0.|3.|3.| -214853.| -1. | 76. |16.08| 7.5 | .0022| 11.28| .002|SI|

567.| 0.|3.|3.| 123309.! -1.6! 67.2| *** | *** | ***** | **** | **** |SI|

619.| 52.|3.|2.| -222891.! -1. | 81. !16.08| 7.5 | .0023| 11.28| .003!SI|

696.|129.|3.|2.| -206224.| -.9| 75. |16.08| 7.5 | .0021| 11.28| .002|SI|

696.|129.|3.|2.| 64731.| -.5| 23.6|16.08| 7.5 | .0007| 20.16| .001|SI|



1|32.17| .37 |16.08| .185|8d16 |16.08| .185|8d16 |

2|36.19| .416|18.1 | .208|8d16 +2d8 +2d8 |18.1 | .208|8d16 +4d8 |

3|34.18| .393|18.1 | .208|8d16 +2d8 +2d8 |16.08| .185|8d16 |

4|34.18| .926|17.09| .463|8d16 +2d8 |17.09| .463|8d16 +2d8 |

5|52.28| .602|18.1 | .208|8d16 +2d8 +2d8 |34.18| .393|8d16 +8d16 +4d8 |

6|50.27| .578|18.1 | .208|8d16 +2d8 +2d8 |32.17| .37 |8d16 +8d16 |







MATERIALI









GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE



DESCRIZIONE CAMPATE


1| A43| 3| 3| 3| 0| 250.| 238.| 1.445|1.3|5. |184.852|

2| A169| 5| 5| 5| 0| 210.| 210.| 4.2 |1.5|2.025| 49.653|

3| A44| 3| 3| 3| 0| 110.| 98.| .636|1.3|5. |184.852|


SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.|-1676101.|-.006| .041|-7592953.|-.028| .186|2.| .131|4.53 |SI|

0.| 0.|3.|1.| 350145.|-.002| .009| 7453579.|-.047| .186|2.| .201|21.29|SI|

26.| 26.|3.|1.| 352800.!-.002| .009| 7453579.|-.047| .186|2.| .201|21.13|SI|

224.|224.|3.|2.|-2827029.|-.009| .069|-7641307.!-.025| .186|2.| .117!2.703|SI|

> 250.| 0.|5.|5.| -104069.!-.002| .005|-3963394.|-.076| .186|2.| .291|38.08|SI|

250.| 0.|5.|5.| 2830901.|-.051| .091| 5731618.!-.109| .186|2.| .37 !2.025|SI|

271.| 21.|5.|5.| 2831073.!-.051| .091| 5731618.|-.109| .186|2.| .37 |2.025|SI|

313.| 63.|5.|6.| 2801281.|-.058! .132! 3946686.|-.083| .186|2.| .309|1.409!SI|

355.|105.|5.|6.| -7128.|0. |0. |-3946686.|-.083| .186|2.| .309|553.7!SI|

460.|210.|5.|7.| -14258.|0. | .001|-3963394.!-.076| .186|2.| .291!278. |SI|

460.|210.|5.|7.| 2029468.|-.036| .065| 5731618.|-.109| .186|2.| .37 |2.824|SI|

515.| 55.|3.|1.| 406266.!-.002| .01 | 7453579.|-.047| .186|2.| .201|18.35|SI|

570.|110.|3.|1.|-1360591.|-.005| .033|-7592953.!-.028| .186|2.| .131!5.581|SI|

570.|110.|3.|1.| 406266.|-.002| .01 | 7453579.|-.047| .186|2.| .201|18.35|SI|

VERIFICHE A TAGLIO

TAGLIO:


0.| 0.|3.| 327.| 16477.|192009.| 0.| *** | ** | ** |SI|

51.| 51.|3.|-16485.| 16655.!132420.|118959.| 2.01|25. |2.5 |SI|

250.|250.|3.| -2739.| 16477.|132420.|118959.! 2.01|25. |2.5 |SI|

250.|250.|3.| 1311.! 16477.|132420.|118959.| 2.01|25. |2.5 |SI|

> 250.| 0.|5.| -1311.| 16910.| 98527.| 26553.| 1.01|15. |2.5 |SI|

250.| 0.|5.| 2739.! 16910.| 98527.| 26553.| 1.01|15. |2.5 |SI|

355.|105.|5.| -4987.| 21643.! 98527.| 26553.| 1.01|15. |2.5 |SI|

460.|210.|5.|-11709.! 16910.| 98527.! 26553.! 1.01|15. |2.5 |SI|

460.|210.|5.| 1175.| 16910.| 98527.| 26553.| 1.01|15. |2.5 |SI|

> 460.| 0.|3.| -1175.! 16477.|132420.|118959.! 2.01|25. |2.5 |SI|

460.| 0.|3.| 11709.| 16477.|132420.|118959.| 2.01|25. |2.5 |SI|

570.|110.|3.| -1.| 16477.!192009.! 0.| *** | ** | ** |SI|







26.| 26.|3.|1.| 352800.! -3. | 184.9|12.06|12.5 | .0053| 42.46| .022|SI|

224.|224.|3.|2.| -1957091.| -8.8|1002.1|12.06|12.5 | .0286| 24.43| .07 !SI|

250.|250.|3.|4.| -1988872.! -51.5!1953.9! *** | *** | ***** | **** | **** |SI|

250.|250.|3.|4.| 104069.| -.6| 14.8|37.2 |12.5 | .0004| 24.17| .001|SI|

> 250.| 0.|5.|5.| -104069.! -2.7| 102.2|25.13|12.42| .0029| 30.4 | .009|SI|

250.| 0.|5.|5.| 1988872.| -48.5|1343.6|37.2 |11.4 | .0458| 23.24| .106|SI|

271.| 21.|5.|5.| 1992754.! -48.6|1346.3|37.2 |11.4 | .0459| 23.24| .107|SI|

313.| 63.|5.|6.| 1953594.| -54.3!1923.9!25.13|12.2 | .0647| 30.11| .195!SI|

460.|210.|5.|7.| -14258.| -.4| 14. |25.13|12.42| .0004| 30.4 | .001|SI|

460.|210.|5.|7.| 1277151.| -31.1| 862.8|37.2 |11.4 | .0247| 23.24| .057|SI|

> 460.| 0.|3.|8.| -1277151.! -33.1!1254.7! *** | *** | ***** | **** | **** |SI|

460.| 0.|3.|8.| 14258.| -.1| 2. |37.2 |12.5 | .0001| 24.17| 0. |SI|

477.| 17.|3.|1.| -1129526.| -5.8| 581.6|12.06|12.5 | .0166| 24.43| .041!SI|

570.|110.|3.|1.| -302566.| -1.5| 155.8|12.06|12.5 | .0045| 24.43| .011|SI|

570.|110.|3.|1.| 66224.! -.6| 34.7|12.06|12.5 | .001 | 42.46| .004|SI|



26.| 26.|3.|1.| 352800.! -3. | 184.9|12.06|12.5 | .0053| 42.46| .022|SI|

224.|224.|3.|2.| -1822732.| -8.2| 933.3|12.06|12.5 | .0267| 24.43| .065!SI|

250.|250.|3.|4.| -1853293.! -48. !1820.7! *** | *** | ***** | **** | **** |SI|

250.|250.|3.|4.| 104069.| -.6| 14.8|37.2 |12.5 | .0004| 24.17| .001|SI|

> 250.| 0.|5.|5.| -104069.! -2.7| 102.2|25.13|12.42| .0029| 30.4 | .009|SI|

250.| 0.|5.|5.| 1853293.| -45.2|1252. |37.2 |11.4 | .0414| 23.24| .096|SI|

271.| 21.|5.|5.| 1857767.! -45.3|1255.1|37.2 |11.4 | .0416| 23.24| .097|SI|

313.| 63.|5.|6.| 1822621.| -50.7!1794.9!25.13|12.2 | .0586| 30.11| .176!SI|

460.|210.|5.|7.| -14258.| -.4| 14. |25.13|12.42| .0004| 30.4 | .001|SI|

460.|210.|5.|7.| 1193094.| -29.1| 806. |37.2 |11.4 | .023 | 23.24| .054|SI|

> 460.| 0.|3.|8.| -1193094.! -30.9!1172.1! *** | *** | ***** | **** | **** |SI|

460.| 0.|3.|8.| 14258.| -.1| 2. |37.2 |12.5 | .0001| 24.17| 0. |SI|

477.| 17.|3.|1.| -1055321.| -5.4| 543.4|12.06|12.5 | .0155| 24.43| .038!SI|

570.|110.|3.|1.| -302566.| -1.5| 155.8|12.06|12.5 | .0045| 24.43| .011|SI|

570.|110.|3.|1.| 66224.! -.6| 34.7|12.06|12.5 | .001 | 42.46| .004|SI|



26.| 26.|3.|1.| 352800.! -3. | 184.9|12.06|12.5 | .0053| 42.46| .022|SI|

224.|224.|3.|2.| -1783608.| -8. | 913.2|12.06|12.5 | .0261| 24.43| .064!SI|

250.|250.|3.|4.| -1813840.! -47. !1781.9! *** | *** | ***** | **** | **** |SI|

250.|250.|3.|4.| 104069.| -.6| 14.8|37.2 |12.5 | .0004| 24.17| .001|SI|

> 250.| 0.|5.|5.| -104069.! -2.7| 102.2|25.13|12.42| .0029| 30.4 | .009|SI|

250.| 0.|5.|5.| 1813840.| -44.2|1225.4|37.2 |11.4 | .0402| 23.24| .093|SI|

271.| 21.|5.|5.| 1818494.! -44.3|1228.5|37.2 |11.4 | .0403| 23.24| .094|SI|

313.| 63.|5.|6.| 1784498.| -49.6!1757.3!25.13|12.2 | .0568| 30.11| .171!SI|

460.|210.|5.|7.| -14258.| -.4| 14. |25.13|12.42| .0004| 30.4 | .001|SI|

460.|210.|5.|7.| 1168196.| -28.5| 789.2|37.2 |11.4 | .0225| 23.24| .052|SI|

> 460.| 0.|3.|8.| -1168196.! -30.2!1147.6! *** | *** | ***** | **** | **** |SI|

460.| 0.|3.|8.| 14258.| -.1| 2. |37.2 |12.5 | .0001| 24.17| 0. |SI|

477.| 17.|3.|1.| -1033203.| -5.3| 532. |12.06|12.5 | .0152| 24.43| .037!SI|

570.|110.|3.|1.| -302566.| -1.5| 155.8|12.06|12.5 | .0045| 24.43| .011|SI|

570.|110.|3.|1.| 66224.! -.6| 34.7|12.06|12.5 | .001 | 42.46| .004|SI|



1|24.13| .256|12.06| .128|6d16 |12.06| .128|6d16 |

2|49.26| .522|12.06| .128|6d16 |37.2 | .395|6d16 +8d20 |

3|37.2 | .395| 0. |0. | |37.2 | .395|6d16 +8d20 |

4|62.33| .661| 0. |0. | |62.33| .661|6d16 +8d20 +8d20 |

5|62.33|1.247|25.13| .503|8d20 |37.2 | .744|6d16 +8d20 |

6|50.27|1.005|25.13| .503|8d20 |25.13| .503|8d20 |

7|62.33|1.247|25.13| .503|8d20 |37.2 | .744|8d20 +6d16 |

8|62.33| .661| 0. |0. | |62.33| .661|8d20 +8d20 +6d16 |


Nome travata : TRAVATA T001




MATERIALI




ga =1.15; fyd=3739.1; EpsMax=10.





SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| C1| 1| 1| 1| 0| 230.| 200.|




1 |Permanenti |senza permutazioni |1. | 1.4 | 1. | 1. | 1. |




2 |Variabili |permutaz. campate |1. | 1.5 | 1. | .5 | .2 |

CARICHI APPLICATI



2| 2| 1|Forza distribuita |Globale | -2. | - | - | - |


FLESSIONE:


> 0.| 0.|1.|1.| -26582.|-.216| .574| -87123.|-1.63|10. |2.| .14 |3.278|SI|

0.| 0.|1.|1.| 8760.|-.034| .182| 90733.!-.886|10. |2.| .081|10.36|SI|

85.| 85.|1.|2.| 50734.|-.21 |1.053| 90482.|-.858|10. |2.| .079!1.783|SI|

115.|115.|1.|2.| 53164.!-.22 !1.104! 90482.|-.858|10. |2.| .079|1.702!SI|

175.|175.|1.|1.| -6094.|-.049| .131| -87123.|-1.63|10. |2.| .14 |14.3 !SI|

230.|230.|1.|1.| -26582.!-.216| .574| -87123.!-1.63|10. |2.| .14 !3.278|SI|

230.|230.|1.|1.| 8760.|-.034| .182| 90733.|-.886|10. |2.| .081|10.36|SI|

VERIFICHE A TAGLIO

TAGLIO:

Progressive|Se| Vsd | VRd1 |Ve|

> 0.| 0.|1.| 925.! 1039.|SI|

85.| 85.|1.| 241.| 1261.!SI|

230.|230.|1.| -925.! 1039.|SI|



Progressive|Se|Ar Momemto σc σf | As hc,ef Eps Sr,max Wk |Ve| 10.| 10.|1.|1.| -14593.| -15.8| 644.5| 1.13| 5. | .189| 23.5 | .044|SI|

115.|115.|1.|2.| 37030.! -20.1!1572.6! 1.13| 5. | .464| 26.6 | .123!SI|

230.|230.|1.|1.| -18515.! -20.1| 817.7| 1.13| 5. | .239| 23.5 | .056|SI|


Progressive|Se|Ar Momemto σc σf | As hc,ef Eps Sr,max Wk |Ve| 10.| 10.|1.|1.| -11287.| -12.2| 498.5| 1.13| 5. | .146| 23.5 | .034|SI|

115.|115.|1.|2.| 30418.! -16.5!1291.8! 1.13| 5. | .378| 26.6 | .101!SI|

230.|230.|1.|1.| -15209.! -16.5| 671.7| 1.13| 5. | .197| 23.5 | .046|SI|


Progressive|Se|Ar Momemto σc σf | As hc,ef Eps Sr,max Wk |Ve| 10.| 10.|1.|1.| -9303.| -10.1| 410.9| 1.13| 5. | .12 | 23.5 | .028|SI|

115.|115.|1.|2.| 26450.! -14.4!1123.3! 1.13| 5. | .329| 26.6 | .087!SI|

230.|230.|1.|1.| -13225.! -14.4| 584.1| 1.13| 5. | .171| 23.5 | .04 |SI|



1| 2.26| .438| 1.13| .219|1d12 | 1.13| .219|1d12 |

2| 1.13| .219| 0. |0. | | 1.13| .219|1d12 |


Nome travata : SOLAIO S103




MATERIALI




ga =1.15; fyd=3739.1; EpsMax=10.





SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| C1| 1| 1| 1| 0| 328.| 303.|





2 |Variabili |permutaz. campate |1. | 1.5 | 1. | .5 | .2 |

CARICHI APPLICATI





FLESSIONE:





> 0.| 0.|1.|1.| -53564.|-.381|1.15 | -86988.|-1.44|10. |2.| .126|1.624|SI|

0.| 0.|1.|1.| 12660.|-.037| .134| 178171.|-1.24|10. |2.| .111!14.07|SI|

85.| 85.|1.|1.| -6091.|-.042| .131| -86988.|-1.44|10. |2.| .126|14.28!SI|

117.|117.|1.|2.| 101671.|-.319|1.08 | 178476.!-1.29|10. |2.| .115|1.755|SI|

148.|148.|1.|2.| 107127.!-.337|1.138| 178476.|-1.29|10. |2.| .115|1.666|SI|

328.|328.|1.|1.| -53564.!-.381!1.15 ! -86988.!-1.44|10. |2.| .126!1.624!SI|

328.|328.|1.|1.| 12660.|-.037| .134| 178171.|-1.24|10. |2.| .111|14.07|SI|



Progressive|Se|Ar Momemto σc σf | As hc,ef Eps Sr,max Wk |Ve| 10.| 10.|1.|1.| -31639.| -30.1|1390. | 1.13| 5. | .407| 24.19| .098|SI|

148.|148.|1.|2.| 74616.! -30.3|1617.8| 2.26| 5. | .621| 10.17| .063|SI|

328.|328.|1.|1.| -37308.! -35.5!1639.1! 1.13| 5. | .48 | 24.19| .116!SI|


Progressive|Se|Ar Momemto σc σf | As hc,ef Eps Sr,max Wk |Ve| 10.| 10.|1.|1.| -24977.| -23.7|1097.3| 1.13| 5. | .321| 24.19| .078|SI|

148.|148.|1.|2.| 61291.! -24.9|1328.9| 2.26| 5. | .48 | 10.17| .049|SI|

328.|328.|1.|1.| -30646.! -29.1!1346.4! 1.13| 5. | .394| 24.19| .095!SI|


Progressive|Se|Ar Momemto σc σf | As hc,ef Eps Sr,max Wk |Ve| 10.| 10.|1.|1.| -20980.| -19.9| 921.7| 1.13| 5. | .27 | 24.19| .065|SI|

148.|148.|1.|2.| 53297.! -21.7|1155.5| 2.26| 5. | .396| 10.17| .04 |SI|

328.|328.|1.|1.| -26648.! -25.3!1170.8! 1.13| 5. | .343| 24.19| .083!SI|



1| 3.39| .658| 1.13| .219|1d12 | 2.26| .438|2d12 |

2| 2.26| .438| 0. |0. | | 2.26| .438|2d12 |








MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A33| 3| 3| 3| 0| 129.| 96.| 2.574|1.3|4.747|115.234|

2| A34| 3| 3| 3| 0| 455.| 415.| 9.1 |1.5|2.362| 66.147|

3| A35| 3| 3| 3| 0| 475.| 435.| 9.5 |1.5|2.379| 66.641|

4| A36| 3| 3| 3| 0| 475.| 435.| 9.499|1.5|2.359| 66.061|

5| A37| 3| 3| 3| 0| 455.| 415.| 9.102|1.3|2.68 | 65.06 |


SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |



















FLESSIONE:


> 0.| 0.|3.|1.| -867789.!-.022! .063!-2813389.|-.35 |2.641|3.| .117|3.242!SI|

0.| 0.|3.|1.| 111497.|-.003| .008| 2813389.|-.35 |2.641|3.| .117|25.23|SI|

79.| 79.|3.|2.| -216264.|-.004| .008|-5348463.|-.35 |1.691|3.| .171!24.73|SI|

79.| 79.|3.|2.| 578500.|-.013| .042| 2815783.|-.35 |2.703|3.| .115!4.867|SI|

108.|108.|3.|3.| 1137202.!-.02 | .042| 5398535.!-.35 |2.055|3.| .146|4.747|SI|

129.|129.|3.|3.| -156687.|-.003| .006|-5398535.!-.35 |2.055|3.| .146|34.45!SI|

129.|129.|3.|3.| 1137202.|-.02 | .042| 5398535.|-.35 |2.055|3.| .146|4.747|SI|

> 129.| 0.|3.|3.| -297676.|-.005| .011|-5398535.|-.35 |2.055|3.| .146|18.14|SI|

129.| 0.|3.|3.| 1098311.|-.019| .041| 5398535.!-.35 |2.055|3.| .146|4.915|SI|

195.| 66.|3.|4.| -457128.|-.01 | .033|-2815783.|-.35 |2.703|3.| .115!6.16 |SI|

195.| 66.|3.|4.| 567104.|-.011| .021| 5348463.|-.35 |1.691|3.| .171!9.431|SI|

333.|204.|3.|1.| -918993.!-.023| .067|-2813389.|-.35 |2.641|3.| .117|3.061|SI|

379.|251.|3.|1.| 20849.|-.001| .002| 2813389.|-.35 |2.641|3.| .117|134.9!SI|

563.|435.|3.|3.| 2285888.!-.041! .085! 5398535.|-.35 |2.055|3.| .146|2.362!SI|

584.|455.|3.|3.| -146307.|-.003| .005|-5398535.!-.35 |2.055|3.| .146|36.9 |SI|

584.|455.|3.|3.| 2285888.|-.041| .085| 5398535.|-.35 |2.055|3.| .146|2.362|SI|

> 584.| 0.|3.|3.| -111042.|-.002| .004|-5398535.|-.35 |2.055|3.| .146|48.62|SI|

584.| 0.|3.|3.| 2235883.|-.04 | .083| 5398535.!-.35 |2.055|3.| .146|2.414|SI|

647.| 64.|3.|4.| -147956.|-.003| .011|-2815783.|-.35 |2.703|3.| .115!19.03|SI|

647.| 64.|3.|4.| 1202440.|-.024| .045| 5348463.|-.35 |1.691|3.| .171!4.448|SI|

821.|238.|3.|1.|-1082651.!-.027| .078|-2813389.|-.35 |2.641|3.| .117|2.599|SI|

821.|238.|3.|1.| 15837.|0. | .001| 2813389.|-.35 |2.641|3.| .117|177.6!SI|

1038.|455.|3.|3.| 2268948.!-.04 ! .084! 5398535.|-.35 |2.055|3.| .146|2.379!SI|

1059.|475.|3.|3.| -117012.|-.002| .004|-5398535.!-.35 |2.055|3.| .146|46.14|SI|

1059.|475.|3.|3.| 2268948.|-.04 | .084| 5398535.|-.35 |2.055|3.| .146|2.379|SI|

>1059.| 0.|3.|3.| -106481.|-.002| .004|-5398535.|-.35 |2.055|3.| .146|50.7 |SI|

1059.| 0.|3.|3.| 2288881.!-.041! .085! 5398535.!-.35 |2.055|3.| .146|2.359!SI|

1122.| 64.|3.|4.| -119039.|-.003| .009|-2815783.|-.35 |2.703|3.| .115!23.65|SI|

1122.| 64.|3.|4.| 1265054.|-.025| .047| 5348463.|-.35 |1.691|3.| .171!4.228|SI|

1296.|237.|3.|1.| -990799.!-.025| .072|-2813389.|-.35 |2.641|3.| .117|2.84 |SI|

1296.|237.|3.|1.| 11092.|0. | .001| 2813389.|-.35 |2.641|3.| .117|253.7!SI|

1534.|475.|3.|3.| -124857.|-.002| .005|-5398535.!-.35 |2.055|3.| .146|43.24|SI|

1534.|475.|3.|3.| 1919396.|-.034| .071| 5398535.|-.35 |2.055|3.| .146|2.813|SI|

>1534.| 0.|3.|3.| -107080.|-.002| .004|-5398535.!-.35 |2.055|3.| .146|50.42|SI|

1534.| 0.|3.|3.| 2014207.!-.036! .074! 5398535.!-.35 |2.055|3.| .146|2.68 !SI|

1600.| 66.|3.|4.| -95021.|-.002| .007|-2815783.|-.35 |2.703|3.| .115!29.63|SI|

1600.| 66.|3.|4.| 1097360.|-.021| .041| 5348463.|-.35 |1.691|3.| .171!4.874|SI|

1738.|205.|3.|1.| 16671.|0. | .001| 2813389.|-.35 |2.641|3.| .117|168.8!SI|

1830.|297.|3.|1.| -987959.!-.025| .072|-2813389.|-.35 |2.641|3.| .117|2.848|SI|

1989.|455.|3.|1.| -289084.|-.007| .021|-2813389.|-.35 |2.641|3.| .117|9.732|SI|

1989.|455.|3.|1.| 293624.|-.007| .021| 2813389.|-.35 |2.641|3.| .117|9.582|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -2849.! 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

0.| 0.|3.| 9912.| 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

50.| 50.|3.| -2186.| 18651.! 98527.| 72418.| 2.01|11. |2.5 |SI|

129.|129.|3.| -1539.| 16910.| 98527.! 72418.! 2.01|11. |2.5 |SI|

129.|129.|3.| 21294.! 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

> 129.| 0.|3.|-18777.! 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

129.| 0.|3.| 768.| 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

195.| 66.|3.|-12907.| 18651.! 98527.| 72418.| 2.01|11. |2.5 |SI|

584.|455.|3.| -516.| 16910.| 98527.! 72418.! 2.01|11. |2.5 |SI|

584.|455.|3.| 26909.! 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

> 584.| 0.|3.|-27863.! 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

584.| 0.|3.| 645.| 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

647.| 64.|3.|-20446.| 18651.! 98527.| 72418.| 2.01|11. |2.5 |SI|

1059.|475.|3.| -520.| 16910.| 98527.! 72418.! 2.01|11. |2.5 |SI|

1059.|475.|3.| 28198.! 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

>1059.| 0.|3.|-27638.! 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

1059.| 0.|3.| 476.| 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

1122.| 64.|3.|-20136.| 18651.! 98527.| 72418.| 2.01|11. |2.5 |SI|

1534.|475.|3.| -621.| 16910.| 98527.! 72418.! 2.01|11. |2.5 |SI|

1534.|475.|3.| 24344.! 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

>1534.| 0.|3.|-23449.! 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

1534.| 0.|3.| 415.| 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|

1554.| 20.|3.|-21496.| 18651.! 98527.| 72418.| 2.01|11. |2.5 |SI|

1989.|455.|3.| -445.| 16910.| 98527.! 72418.! 2.01|11. |2.5 |SI|

1989.|455.|3.| 12547.! 16910.| 98527.| 72418.| 2.01|11. |2.5 |SI|




129.|129.|3.|3.| -156687.| -3.8| 121.4|32.17|11.84| .0035| 24.29| .008|SI|

129.|129.|3.|3.| 807162.! -19.8| 625.3|32.17|11.84| .0179| 24.29| .043|SI|

> 129.| 0.|3.|3.| -290903.| -7.1| 225.4|32.17|11.84| .0064| 24.29| .016|SI|

129.| 0.|3.|3.| 722735.| -17.7| 559.9|32.17|11.84| .016 | 24.29| .039|SI|

333.|204.|3.|1.| -654556.! -22.8| 993.6|16.08|12.5 | .0284| 35.42| .101!SI|

584.|455.|3.|3.| -146307.| -3.6| 113.3|32.17|11.84| .0032| 24.29| .008|SI|

584.|455.|3.|3.| 1622187.! -39.7!1256.7!32.17|11.84| .0386| 24.29| .094|SI|

> 584.| 0.|3.|3.| -111042.| -2.7| 86. |32.17|11.84| .0025| 24.29| .006|SI|

584.| 0.|3.|3.| 1587445.| -38.9|1229.8|32.17|11.84| .0374| 24.29| .091|SI|

821.|238.|3.|1.| -768954.! -26.7|1167.3|16.08|12.5 | .0334| 35.42| .118!SI|

1059.|475.|3.|3.| -117012.| -2.9| 90.6|32.17|11.84| .0026| 24.29| .006|SI|




1059.|475.|3.|3.| 1610534.! -39.4!1247.7!32.17|11.84| .0382| 24.29| .093|SI|

>1059.| 0.|3.|3.| -106481.| -2.6| 82.5|32.17|11.84| .0024| 24.29| .006|SI|

1059.| 0.|3.|3.| 1624723.! -39.8!1258.7!32.17|11.84| .0387| 24.29| .094|SI|

1296.|237.|3.|1.| -704319.! -24.5|1069.2|16.08|12.5 | .0305| 35.42| .108!SI|

1534.|475.|3.|3.| -124857.| -3.1| 96.7|32.17|11.84| .0028| 24.29| .007|SI|

1534.|475.|3.|3.| 1366115.| -33.4|1058.3|32.17|11.84| .0302| 24.29| .073|SI|

>1534.| 0.|3.|3.| -107080.| -2.6| 83. |32.17|11.84| .0024| 24.29| .006|SI|

1534.| 0.|3.|3.| 1433031.! -35.1!1110.2!32.17|11.84| .0317| 24.29| .077|SI|

1830.|297.|3.|1.| -702898.! -24.4|1067. |16.08|12.5 | .0305| 35.42| .108!SI|

1989.|455.|3.|1.| -114576.| -4. | 173.9|16.08|12.5 | .005 | 35.42| .018|SI|

1989.|455.|3.|1.| 180747.| -6.3| 274.4|16.08|12.5 | .0078| 35.42| .028|SI|



129.|129.|3.|3.| -156687.| -3.8| 121.4|32.17|11.84| .0035| 24.29| .008|SI|

129.|129.|3.|3.| 692988.! -17. | 536.9|32.17|11.84| .0153| 24.29| .037|SI|

> 129.| 0.|3.|3.| -290903.| -7.1| 225.4|32.17|11.84| .0064| 24.29| .016|SI|

129.| 0.|3.|3.| 629396.| -15.4| 487.6|32.17|11.84| .0139| 24.29| .034|SI|

333.|204.|3.|1.| -588781.! -20.5| 893.8|16.08|12.5 | .0255| 35.42| .09 !SI|

584.|455.|3.|3.| -146307.| -3.6| 113.3|32.17|11.84| .0032| 24.29| .008|SI|

584.|455.|3.|3.| 1407804.! -34.5!1090.6!32.17|11.84| .0312| 24.29| .076|SI|

> 584.| 0.|3.|3.| -111042.| -2.7| 86. |32.17|11.84| .0025| 24.29| .006|SI|

584.| 0.|3.|3.| 1374440.| -33.6|1064.8|32.17|11.84| .0304| 24.29| .074|SI|

821.|238.|3.|1.| -669290.! -23.3|1016. |16.08|12.5 | .029 | 35.42| .103!SI|

1059.|475.|3.|3.| -117012.| -2.9| 90.6|32.17|11.84| .0026| 24.29| .006|SI|

1059.|475.|3.|3.| 1403556.! -34.4!1087.3!32.17|11.84| .0311| 24.29| .075|SI|

>1059.| 0.|3.|3.| -106481.| -2.6| 82.5|32.17|11.84| .0024| 24.29| .006|SI|

1059.| 0.|3.|3.| 1411668.! -34.6!1093.6!32.17|11.84| .0312| 24.29| .076|SI|

1296.|237.|3.|1.| -613865.! -21.3| 931.9|16.08|12.5 | .0266| 35.42| .094!SI|

1534.|475.|3.|3.| -124857.| -3.1| 96.7|32.17|11.84| .0028| 24.29| .007|SI|

1534.|475.|3.|3.| 1195419.| -29.3| 926.1|32.17|11.84| .0265| 24.29| .064|SI|

>1534.| 0.|3.|3.| -107080.| -2.6| 83. |32.17|11.84| .0024| 24.29| .006|SI|

1534.| 0.|3.|3.| 1249587.! -30.6! 968. !32.17|11.84| .0277| 24.29| .067|SI|

1830.|297.|3.|1.| -621587.! -21.6| 943.6|16.08|12.5 | .027 | 35.42| .095!SI|

1989.|455.|3.|1.| -114576.| -4. | 173.9|16.08|12.5 | .005 | 35.42| .018|SI|

1989.|455.|3.|1.| 180747.| -6.3| 274.4|16.08|12.5 | .0078| 35.42| .028|SI|



129.|129.|3.|3.| -156687.| -3.8| 121.4|32.17|11.84| .0035| 24.29| .008|SI|

129.|129.|3.|3.| 660333.! -16.2| 511.6|32.17|11.84| .0146| 24.29| .036|SI|

> 129.| 0.|3.|3.| -290903.| -7.1| 225.4|32.17|11.84| .0064| 24.29| .016|SI|

129.| 0.|3.|3.| 603243.| -14.8| 467.3|32.17|11.84| .0134| 24.29| .032|SI|

333.|204.|3.|1.| -569874.! -19.8| 865.1|16.08|12.5 | .0247| 35.42| .088!SI|

584.|455.|3.|3.| -146307.| -3.6| 113.3|32.17|11.84| .0032| 24.29| .008|SI|

584.|455.|3.|3.| 1346505.! -33. !1043.1!32.17|11.84| .0298| 24.29| .072|SI|

> 584.| 0.|3.|3.| -111042.| -2.7| 86. |32.17|11.84| .0025| 24.29| .006|SI|

584.| 0.|3.|3.| 1313645.| -32.2|1017.7|32.17|11.84| .0291| 24.29| .071|SI|

821.|238.|3.|1.| -640835.! -22.3| 972.8|16.08|12.5 | .0278| 35.42| .098!SI|

1059.|475.|3.|3.| -117012.| -2.9| 90.6|32.17|11.84| .0026| 24.29| .006|SI|

1059.|475.|3.|3.| 1344399.! -32.9!1041.5!32.17|11.84| .0298| 24.29| .072|SI|

>1059.| 0.|3.|3.| -106481.| -2.6| 82.5|32.17|11.84| .0024| 24.29| .006|SI|

1059.| 0.|3.|3.| 1350780.! -33.1!1046.4!32.17|11.84| .0299| 24.29| .073|SI|

1296.|237.|3.|1.| -588036.! -20.4| 892.7|16.08|12.5 | .0255| 35.42| .09 !SI|

1534.|475.|3.|3.| -124857.| -3.1| 96.7|32.17|11.84| .0028| 24.29| .007|SI|

1534.|475.|3.|3.| 1146712.| -28.1| 888.3|32.17|11.84| .0254| 24.29| .062|SI|

>1534.| 0.|3.|3.| -107080.| -2.6| 83. |32.17|11.84| .0024| 24.29| .006|SI|

1534.| 0.|3.|3.| 1197139.! -29.3! 927.4!32.17|11.84| .0265| 24.29| .064|SI|

1830.|297.|3.|1.| -598241.! -20.8| 908.2|16.08|12.5 | .0259| 35.42| .092!SI|

1989.|455.|3.|1.| -114576.| -4. | 173.9|16.08|12.5 | .005 | 35.42| .018|SI|

1989.|455.|3.|1.| 180747.| -6.3| 274.4|16.08|12.5 | .0078| 35.42| .028|SI|



1|32.17| .643|16.08| .322|8d16 |16.08| .322|8d16 |

2|48.25| .965|32.17| .643|8d16 +8d16 |16.08| .322|8d16 |

3|64.34|1.287|32.17| .643|8d16 +8d16 |32.17| .643|8d16 +8d16 |

4|48.25| .965|16.08| .322|8d16 |32.17| .643|8d16 +8d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A30| 3| 3| 3| 0| 665.| 640.| 13.294|1.3|1.954| 47.436|

2| A31| 3| 3| 3| 0| 296.| 271.| 5.922|1.3|1.859| 45.131|





SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -116931.|-.003| .008|-2563164.|-.067| .186|2.| .264|21.92|SI|

0.| 0.|3.|1.| 1319760.|-.033| .096| 2563164.|-.067| .186|2.| .264|1.942|SI|

308.|308.|3.|1.|-1452117.!-.037| .105!-2563164.|-.067| .186|2.| .264|1.765!SI|

452.|452.|3.|1.| 9368.|0. | .001| 2563164.|-.067| .186|2.| .264|273.6!SI|

500.|500.|3.|2.| -658180.|-.015| .048|-2569930.|-.06 | .186|2.| .242!3.905|SI|

500.|500.|3.|2.| 198205.|-.004| .007| 4960179.|-.106| .186|2.| .363!25.03|SI|

644.|644.|3.|3.| 2566244.!-.046! .095| 5014937.!-.093| .186|2.| .334|1.954|SI|

665.|665.|3.|3.| -96162.|-.002| .004|-5014937.!-.093| .186|2.| .334|52.15|SI|

665.|665.|3.|3.| 2566244.|-.046| .095| 5014937.|-.093| .186|2.| .334|1.954|SI|

> 665.| 0.|3.|3.| -62.|0. |0. |-5014937.!-.093| .186|2.| .334|80475!SI|

665.| 0.|3.|3.| 2697309.!-.048! .1 ! 5014937.!-.093| .186|2.| .334|1.859!SI|

728.| 63.|3.|2.| -91.|0. |0. |-2569930.|-.06 | .186|2.| .242!28141|SI|

728.| 63.|3.|2.| 1778568.|-.035| .066| 4960179.|-.106| .186|2.| .363!2.789|SI|

961.|296.|3.|1.| -434071.!-.011| .031|-2563164.|-.067| .186|2.| .264|5.905|SI|

961.|296.|3.|1.| 162405.|-.004| .012| 2563164.|-.067| .186|2.| .264|15.78|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.|-19099.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

0.| 0.|3.| 4.| 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

68.| 68.|3.|-14129.| 18651.! 98527.| 53107.| 2.01|15. |2.5 |SI|

665.|665.|3.| -453.| 16910.| 98527.! 53107.! 2.01|15. |2.5 |SI|

665.|665.|3.| 25946.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

> 665.| 0.|3.|-24602.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

665.| 0.|3.| 34.| 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

728.| 63.|3.|-18276.| 18651.! 98527.| 53107.| 2.01|15. |2.5 |SI|

961.|296.|3.| -354.| 16910.| 98527.! 53107.! 2.01|15. |2.5 |SI|

961.|296.|3.| 2340.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|




308.|308.|3.|1.| -1036802.! -36. |1573.9!16.08|12.5 | .045 | 35.42| .159!SI|

665.|665.|3.|3.| -96162.| -2.4| 74.5|32.17|11.84| .0021| 24.29| .005|SI|

665.|665.|3.|3.| 1832684.! -44.9!1419.8|32.17|11.84| .0464| 24.29| .113|SI|

> 665.| 0.|3.|3.| -62.| 0. | 0. |32.17|11.84| 0. | 24.29| 0. |SI|

665.| 0.|3.|3.| 1923403.! -47.1!1490. !32.17|11.84| .0498| 24.29| .121!SI|

941.|276.|3.|1.| -308259.! -10.7| 467.9|16.08|12.5 | .0134| 35.42| .047|SI|

961.|296.|3.|1.| -303543.| -10.6| 460.8|16.08|12.5 | .0132| 35.42| .047|SI|

961.|296.|3.|1.| 162405.| -5.6| 246.5|16.08|12.5 | .007 | 35.42| .025|SI|



308.|308.|3.|1.| -933485.! -32.4|1417.1!16.08|12.5 | .0405| 35.42| .143!SI|

665.|665.|3.|3.| -96162.| -2.4| 74.5|32.17|11.84| .0021| 24.29| .005|SI|

665.|665.|3.|3.| 1610444.! -39.4!1247.6|32.17|11.84| .0382| 24.29| .093|SI|

> 665.| 0.|3.|3.| -62.| 0. | 0. |32.17|11.84| 0. | 24.29| 0. |SI|

665.| 0.|3.|3.| 1692199.! -41.4!1310.9!32.17|11.84| .0412| 24.29| .1 !SI|

941.|276.|3.|1.| -265670.! -9.2| 403.3|16.08|12.5 | .0115| 35.42| .041|SI|

961.|296.|3.|1.| -261049.| -9.1| 396.3|16.08|12.5 | .0113| 35.42| .04 |SI|

961.|296.|3.|1.| 162405.| -5.6| 246.5|16.08|12.5 | .007 | 35.42| .025|SI|






308.|308.|3.|1.| -903919.! -31.4|1372.2!16.08|12.5 | .0392| 35.42| .139!SI|

665.|665.|3.|3.| -96162.| -2.4| 74.5|32.17|11.84| .0021| 24.29| .005|SI|

665.|665.|3.|3.| 1547452.! -37.9!1198.8|32.17|11.84| .0359| 24.29| .087|SI|

> 665.| 0.|3.|3.| -62.| 0. | 0. |32.17|11.84| 0. | 24.29| 0. |SI|

665.| 0.|3.|3.| 1625865.! -39.8!1259.5!32.17|11.84| .0388| 24.29| .094!SI|

941.|276.|3.|1.| -253679.! -8.8| 385.1|16.08|12.5 | .011 | 35.42| .039|SI|

961.|296.|3.|1.| -249088.| -8.7| 378.1|16.08|12.5 | .0108| 35.42| .038|SI|

961.|296.|3.|1.| 162405.| -5.6| 246.5|16.08|12.5 | .007 | 35.42| .025|SI|



1|32.17| .643|16.08| .322|8d16 |16.08| .322|8d16 |

2|48.25| .965|16.08| .322|8d16 |32.17| .643|8d16 +8d16 |

3|64.34|1.287|32.17| .643|8d16 +8d16 |32.17| .643|8d16 +8d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A25| 3| 3| 3| 0| 176.| 143.| 3.514|1.3|5. |121.37 |

2| A26| 3| 3| 3| 0| 475.| 435.| 9.493|1.5|5. |140.043|

3| A27| 3| 3| 3| 0| 360.| 340.| 7.203|1.5|3.326| 93.146|

4| A28| 3| 3| 3| 0| 515.| 503.| 10.307|1.5|2.278| 63.815|

5| A72| 3| 3| 3| 0| 520.| 508.| 10.405| .4|5. | 30.895|


SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -104397.!-.003| .008|-2563164.|-.067| .186|2.| .264|24.55|SI|

0.| 0.|3.|1.| 127886.|-.003| .009| 2563164.|-.067| .186|2.| .264|20.04|SI|

122.|122.|3.|2.| -30243.|-.001| .001|-4960179.|-.106| .186|2.| .363!164. !SI|

122.|122.|3.|2.| 385248.|-.009| .028! 2569930.|-.06 | .186|2.| .242!6.671!SI|

155.|155.|3.|3.| 669624.!-.012! .025| 5014937.!-.093| .186|2.| .334|7.489|SI|

176.|176.|3.|3.| -37891.|-.001| .001|-5014937.!-.093| .186|2.| .334|132.4|SI|

176.|176.|3.|3.| 669624.|-.012| .025| 5014937.|-.093| .186|2.| .334|7.489|SI|

> 176.| 0.|3.|3.| -54356.|-.001| .002|-5014937.|-.093| .186|2.| .334|92.26|SI|




176.| 0.|3.|3.| 821401.!-.014| .03 | 5014937.!-.093| .186|2.| .334|6.105|SI|

239.| 64.|3.|4.| -225535.|-.005| .016|-2569930.|-.06 | .186|2.| .242!11.4 |SI|

239.| 64.|3.|4.| 447769.|-.009| .017| 4960179.|-.106| .186|2.| .363!11.08|SI|

413.|237.|3.|1.| -690690.!-.017! .05 !-2563164.|-.067| .186|2.| .264|3.711!SI|

543.|368.|3.|4.| 47893.|-.001| .002| 4960179.|-.106| .186|2.| .363|103.6!SI|

650.|475.|3.|3.| -170805.|-.003| .006|-5014937.!-.093| .186|2.| .334|29.36|SI|

650.|475.|3.|3.| 404292.|-.007| .015| 5014937.|-.093| .186|2.| .334|12.4 |SI|

> 650.| 0.|3.|3.| -10845.|0. |0. |-5014937.|-.093| .186|2.| .334|462.4!SI|

650.| 0.|3.|3.| 337436.|-.006| .012| 5014937.!-.093| .186|2.| .334|14.86|SI|

716.| 66.|3.|4.| -82142.|-.002| .006|-2569930.|-.06 | .186|2.| .242!31.29|SI|

716.| 66.|3.|4.| 152043.|-.003| .006| 4960179.|-.106| .186|2.| .363!32.62|SI|

990.|340.|3.|3.| 1507968.!-.026! .056! 5014937.|-.093| .186|2.| .334|3.326!SI|

1010.|360.|3.|3.| -226762.!-.004| .008|-5014937.!-.093| .186|2.| .334|22.12|SI|

1010.|360.|3.|3.| 1507968.|-.026| .056| 5014937.|-.093| .186|2.| .334|3.326|SI|

>1010.| 0.|3.|3.| -100195.|-.002| .004|-5014937.|-.093| .186|2.| .334|50.05|SI|

1010.| 0.|3.|3.| 1028926.|-.018| .038| 5014937.!-.093| .186|2.| .334|4.874|SI|

1078.| 68.|3.|4.| -205993.|-.005| .015|-2569930.|-.06 | .186|2.| .242!12.48|SI|

1078.| 68.|3.|4.| 415815.|-.008| .015| 4960179.|-.106| .186|2.| .363!11.93|SI|

1221.|210.|3.|1.| 32913.|-.001| .002| 2563164.|-.067| .186|2.| .264|77.88!SI|

1268.|258.|3.|1.| -894435.!-.022| .065|-2563164.|-.067| .186|2.| .264|2.866|SI|

1506.|495.|3.|3.| 2201071.!-.039! .081! 5014937.|-.093| .186|2.| .334|2.278!SI|

1526.|515.|3.|3.| -71062.|-.001| .003|-5014937.!-.093| .186|2.| .334|70.57|SI|

1526.|515.|3.|3.| 2201071.|-.039| .081| 5014937.|-.093| .186|2.| .334|2.278|SI|

>1526.| 0.|3.|3.| -2847.|0. |0. |-5014937.!-.093| .186|2.| .334|1762.!SI|

1526.| 0.|3.|3.| 2251130.!-.04 ! .083! 5014937.!-.093| .186|2.| .334|2.228!SI|

1590.| 64.|3.|4.| -18827.|0. | .001|-2569930.|-.06 | .186|2.| .242!136.5|SI|

1590.| 64.|3.|4.| 1360864.|-.027| .051| 4960179.|-.106| .186|2.| .363!3.645|SI|

1851.|326.|3.|1.|-1063069.!-.027| .077|-2563164.|-.067| .186|2.| .264|2.411|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -3546.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

0.| 0.|3.| 948.| 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

54.| 54.|3.| -884.| 18651.! 98527.| 53107.| 2.01|15. |2.5 |SI|

176.|176.|3.| -158.| 16910.| 98527.! 53107.! 2.01|15. |2.5 |SI|

176.|176.|3.| 9912.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

> 176.| 0.|3.|-13185.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

176.| 0.|3.| 446.| 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

239.| 64.|3.| -9221.| 18651.! 98527.| 53107.| 2.01|15. |2.5 |SI|

650.|475.|3.| -677.| 16910.| 98527.! 53107.! 2.01|15. |2.5 |SI|

650.|475.|3.| 9386.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

> 650.| 0.|3.| -6958.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

650.| 0.|3.| 82.| 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

716.| 66.|3.| -3759.| 18651.! 98527.| 53107.| 2.01|15. |2.5 |SI|

1010.|360.|3.| -1791.| 16910.| 98527.! 53107.! 2.01|15. |2.5 |SI|

1010.|360.|3.| 15130.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

>1010.| 0.|3.|-16213.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

1010.| 0.|3.| 1189.| 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

1078.| 68.|3.|-11640.| 18651.! 98527.| 53107.| 2.01|15. |2.5 |SI|

1526.|515.|3.| -239.| 16910.| 98527.! 53107.! 2.01|15. |2.5 |SI|

1526.|515.|3.| 23017.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

>1526.| 0.|3.|-23242.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

1526.| 0.|3.| 4.| 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

1590.| 64.|3.|-17716.| 18651.! 98527.| 53107.| 2.01|15. |2.5 |SI|

2046.|520.|3.| -112.| 16910.| 98527.! 53107.! 2.01|15. |2.5 |SI|

2046.|520.|3.| 13192.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -104397.! -3.6| 158.5|16.08|12.5 | .0045| 35.42| .016|SI|

122.|122.|3.|2.| 170374.| -5.4| 258.4|16.08|12.5 | .0074| 35.42| .026!SI|

176.|176.|3.|3.| -37891.| -.9| 29.4|32.17|11.84| .0008| 24.29| .002|SI|

176.|176.|3.|3.| 481061.! -11.8! 372.7!32.17|11.84| .0106| 24.29| .026|SI|

> 176.| 0.|3.|3.| -11140.| -.3| 8.6|32.17|11.84| .0002| 24.29| .001|SI|

176.| 0.|3.|3.| 588664.! -14.4| 456. |32.17|11.84| .013 | 24.29| .032|SI|

413.|237.|3.|1.| -494606.! -17.2! 750.8!16.08|12.5 | .0215| 35.42| .076!SI|

650.|475.|3.|3.| -160041.| -3.9| 124. |32.17|11.84| .0035| 24.29| .009|SI|

650.|475.|3.|3.| 267534.| -6.5| 207.3|32.17|11.84| .0059| 24.29| .014|SI|

> 650.| 0.|3.|3.| -10473.| -.3| 8.1|32.17|11.84| .0002| 24.29| .001|SI|

650.| 0.|3.|3.| 249831.| -6.1| 193.5|32.17|11.84| .0055| 24.29| .013|SI|

1010.|360.|3.|3.| -226762.! -5.6| 175.7|32.17|11.84| .005 | 24.29| .012|SI|

1010.|360.|3.|3.| 1073533.! -26.3! 831.7!32.17|11.84| .0238| 24.29| .058!SI|

>1010.| 0.|3.|3.| -100195.| -2.5| 77.6|32.17|11.84| .0022| 24.29| .005|SI|

1010.| 0.|3.|3.| 736576.| -18. | 570.6|32.17|11.84| .0163| 24.29| .04 |SI|

1268.|258.|3.|1.| -638155.! -22.2| 968.7|16.08|12.5 | .0277| 35.42| .098!SI|

1526.|515.|3.|3.| -71062.| -1.7| 55.1|32.17|11.84| .0016| 24.29| .004|SI|

1526.|515.|3.|3.| 1566268.! -38.3!1213.4!32.17|11.84| .0366| 24.29| .089|SI|

>1526.| 0.|3.|3.| -2321.| -.1| 1.8|32.17|11.84| .0001| 24.29| 0. |SI|

1526.| 0.|3.|3.| 1601115.! -39.2!1240.4!32.17|11.84| .0379| 24.29| .092|SI|

1851.|326.|3.|1.| -757351.! -26.3|1149.7|16.08|12.5 | .0328| 35.42| .116!SI|



176.|176.|3.|3.| -37891.| -.9| 29.4|32.17|11.84| .0008| 24.29| .002|SI|

176.|176.|3.|3.| 413483.! -10.1! 320.3!32.17|11.84| .0092| 24.29| .022!SI|

> 176.| 0.|3.|3.| -11140.| -.3| 8.6|32.17|11.84| .0002| 24.29| .001|SI|

176.| 0.|3.|3.| 516195.! -12.6| 399.9|32.17|11.84| .0114| 24.29| .028|SI|

413.|237.|3.|1.| -452483.! -15.7! 686.9!16.08|12.5 | .0196| 35.42| .07 !SI|

650.|475.|3.|3.| -160041.| -3.9| 124. |32.17|11.84| .0035| 24.29| .009|SI|

650.|475.|3.|3.| 247947.| -6.1| 192.1|32.17|11.84| .0055| 24.29| .013|SI|

> 650.| 0.|3.|3.| -10473.| -.3| 8.1|32.17|11.84| .0002| 24.29| .001|SI|

650.| 0.|3.|3.| 232855.| -5.7| 180.4|32.17|11.84| .0052| 24.29| .013|SI|

1010.|360.|3.|3.| -226762.! -5.6| 175.7|32.17|11.84| .005 | 24.29| .012|SI|

1010.|360.|3.|3.| 942809.! -23.1! 730.4!32.17|11.84| .0209| 24.29| .051!SI|

>1010.| 0.|3.|3.| -100195.| -2.5| 77.6|32.17|11.84| .0022| 24.29| .005|SI|

1010.| 0.|3.|3.| 648150.| -15.9| 502.1|32.17|11.84| .0143| 24.29| .035|SI|

1268.|258.|3.|1.| -560232.! -19.5| 850.5|16.08|12.5 | .0243| 35.42| .086!SI|

1526.|515.|3.|3.| -71062.| -1.7| 55.1|32.17|11.84| .0016| 24.29| .004|SI|

1526.|515.|3.|3.| 1367330.! -33.5!1059.3!32.17|11.84| .0303| 24.29| .074|SI|

>1526.| 0.|3.|3.| -2321.| -.1| 1.8|32.17|11.84| .0001| 24.29| 0. |SI|




1526.| 0.|3.|3.| 1397158.! -34.2!1082.4!32.17|11.84| .0309| 24.29| .075|SI|

1851.|326.|3.|1.| -668967.! -23.3|1015.5|16.08|12.5 | .029 | 35.42| .103!SI|



176.|176.|3.|3.| -37891.| -.9| 29.4|32.17|11.84| .0008| 24.29| .002|SI|

176.|176.|3.|3.| 394343.! -9.7! 305.5!32.17|11.84| .0087| 24.29| .021!SI|

> 176.| 0.|3.|3.| -11140.| -.3| 8.6|32.17|11.84| .0002| 24.29| .001|SI|

176.| 0.|3.|3.| 495847.! -12.1| 384.1|32.17|11.84| .011 | 24.29| .027|SI|

413.|237.|3.|1.| -440358.! -15.3! 668.5!16.08|12.5 | .0191| 35.42| .068!SI|

650.|475.|3.|3.| -160041.| -3.9| 124. |32.17|11.84| .0035| 24.29| .009|SI|

650.|475.|3.|3.| 242484.| -5.9| 187.8|32.17|11.84| .0054| 24.29| .013|SI|

> 650.| 0.|3.|3.| -10473.| -.3| 8.1|32.17|11.84| .0002| 24.29| .001|SI|

650.| 0.|3.|3.| 227765.| -5.6| 176.4|32.17|11.84| .005 | 24.29| .012|SI|

1010.|360.|3.|3.| -226762.! -5.6| 175.7|32.17|11.84| .005 | 24.29| .012|SI|

1010.|360.|3.|3.| 905158.! -22.2! 701.2!32.17|11.84| .02 | 24.29| .049!SI|

>1010.| 0.|3.|3.| -100195.| -2.5| 77.6|32.17|11.84| .0022| 24.29| .005|SI|

1010.| 0.|3.|3.| 623045.| -15.2| 482.7|32.17|11.84| .0138| 24.29| .034|SI|

1268.|258.|3.|1.| -537934.! -18.7| 816.6|16.08|12.5 | .0233| 35.42| .083!SI|

1526.|515.|3.|3.| -71062.| -1.7| 55.1|32.17|11.84| .0016| 24.29| .004|SI|

1526.|515.|3.|3.| 1310647.! -32.1!1015.3!32.17|11.84| .029 | 24.29| .07 |SI|

>1526.| 0.|3.|3.| -2321.| -.1| 1.8|32.17|11.84| .0001| 24.29| 0. |SI|

1526.| 0.|3.|3.| 1338865.! -32.8!1037.2!32.17|11.84| .0296| 24.29| .072|SI|

1851.|326.|3.|1.| -643673.! -22.4| 977.1|16.08|12.5 | .0279| 35.42| .099!SI|



1|32.17| .643|16.08| .322|8d16 |16.08| .322|8d16 |

2|48.25| .965|32.17| .643|8d16 +8d16 |16.08| .322|8d16 |

3|64.34|1.287|32.17| .643|8d16 +8d16 |32.17| .643|8d16 +8d16 |

4|48.25| .965|16.08| .322|8d16 |32.17| .643|8d16 +8d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A38| 3| 3| 3| 0| 350.| 338.| 7.006|1.3|5. |121.37 |

2| A29| 3| 3| 3| 0| 37.| 25.| .75 |1.5|2.296| 64.312|

3| A39| 3| 3| 3| 0| 221.| 208.| 4.412| .4|5. | 37.345|


SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |



















FLESSIONE:


> 0.| 0.|3.|1.| -396356.|-.01 | .029|-2563164.|-.067| .186|2.| .264|6.467|SI|

0.| 0.|3.|1.| 442714.!-.011| .032| 2563164.!-.067| .186|2.| .264|5.79 |SI|

153.|153.|3.|1.| -957912.!-.024! .069!-2563164.|-.067| .186|2.| .264|2.676!SI|

242.|242.|3.|1.| 26329.|-.001| .002| 2563164.|-.067| .186|2.| .264|97.35!SI|

350.|350.|3.|1.| -420192.|-.01 | .03 |-2563164.!-.067| .186|2.| .264!6.1 |SI|

350.|350.|3.|1.| 343557.|-.008| .025| 2563164.|-.067| .186|2.| .264|7.461|SI|

> 350.| 0.|3.|1.| -178110.|-.004| .013|-2563164.|-.067| .186|2.| .264|14.39!SI|

350.| 0.|3.|1.| 648025.|-.016| .047| 2563164.!-.067| .186|2.| .264|3.955|SI|

368.| 17.|3.|1.| 1116279.!-.028! .081! 2563164.|-.067| .186|2.| .264|2.296!SI|

388.| 37.|3.|1.| -212107.!-.005| .015|-2563164.!-.067| .186|2.| .264!12.08|SI|

388.| 37.|3.|1.| 1116279.|-.028| .081| 2563164.|-.067| .186|2.| .264|2.296|SI|

> 388.| 0.|3.|1.| -113878.|-.003| .008|-2563164.!-.067| .186|2.| .264!22.51|SI|

388.| 0.|3.|1.| 1062459.!-.027! .077! 2563164.!-.067| .186|2.| .264|2.412!SI|

588.|200.|3.|1.| -841251.!-.021| .061|-2563164.|-.067| .186|2.| .264|3.047|SI|

588.|200.|3.|1.| 5156.|0. |0. | 2563164.|-.067| .186|2.| .264|497.1!SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.|-13343.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

0.| 0.|3.| 179.| 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

350.|350.|3.| -2152.| 18651.! 98527.! 53107.! 2.01|15. |2.5 |SI|

350.|350.|3.| 11874.! 18651.| 98527.| 53107.| 2.01|15. |2.5 |SI|

> 350.| 0.|3.| -1983.! 18651.| 98527.| 53107.| 2.01|15. |2.5 |SI|

350.| 0.|3.| 25066.| 18651.| 98527.| 53107.| 2.01|15. |2.5 |SI|

388.| 37.|3.| -1963.| 18651.! 98527.! 53107.! 2.01|15. |2.5 |SI|

388.| 37.|3.| 27823.! 18651.| 98527.| 53107.| 2.01|15. |2.5 |SI|

> 388.| 0.|3.|-17285.! 18651.! 98527.| 53107.| 2.01|15. |2.5 |SI|

388.| 0.|3.| 181.| 18651.| 98527.| 53107.| 2.01|15. |2.5 |SI|

608.|221.|3.| -1070.| 16910.| 98527.! 53107.! 2.01|15. |2.5 |SI|

608.|221.|3.| 1633.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|




0.| 0.|3.|1.| 328703.! -11.4| 499. |16.08|12.5 | .0143| 35.42| .05 |SI|

153.|153.|3.|1.| -682146.! -23.7!1035.5!16.08|12.5 | .0296| 35.42| .105!SI|

350.|350.|3.|1.| -302649.| -10.5| 459.4|16.08|12.5 | .0131| 35.42| .046|SI|

350.|350.|3.|1.| 126023.| -4.4| 191.3|16.08|12.5 | .0055| 35.42| .019|SI|

> 350.| 0.|3.|1.| -137970.| -4.8| 209.4|16.08|12.5 | .006 | 35.42| .021|SI|

350.| 0.|3.|1.| 143246.| -5. | 217.5|16.08|12.5 | .0062| 35.42| .022|SI|

388.| 37.|3.|1.| -212107.! -7.4| 322. |16.08|12.5 | .0092| 35.42| .033|SI|

388.| 37.|3.|1.| 795248.! -27.6!1207.2!16.08|12.5 | .0345| 35.42| .122!SI|

> 388.| 0.|3.|1.| -113878.| -4. | 172.9|16.08|12.5 | .0049| 35.42| .017|SI|

388.| 0.|3.|1.| 756173.! -26.3!1147.9!16.08|12.5 | .0328| 35.42| .116!SI|

588.|200.|3.|1.| -582060.! -20.2| 883.6|16.08|12.5 | .0252| 35.42| .089|SI|



0.| 0.|3.|1.| 328703.! -11.4| 499. |16.08|12.5 | .0143| 35.42| .05 |SI|

153.|153.|3.|1.| -624574.! -21.7! 948.1!16.08|12.5 | .0271| 35.42| .096!SI|

350.|350.|3.|1.| -302649.| -10.5| 459.4|16.08|12.5 | .0131| 35.42| .046|SI|

350.|350.|3.|1.| 126023.| -4.4| 191.3|16.08|12.5 | .0055| 35.42| .019|SI|

> 350.| 0.|3.|1.| -137970.| -4.8| 209.4|16.08|12.5 | .006 | 35.42| .021|SI|

350.| 0.|3.|1.| 143246.| -5. | 217.5|16.08|12.5 | .0062| 35.42| .022|SI|

388.| 37.|3.|1.| -212107.! -7.4| 322. |16.08|12.5 | .0092| 35.42| .033|SI|

388.| 37.|3.|1.| 674404.! -23.4!1023.8!16.08|12.5 | .0293| 35.42| .104!SI|

> 388.| 0.|3.|1.| -113878.| -4. | 172.9|16.08|12.5 | .0049| 35.42| .017|SI|

388.| 0.|3.|1.| 637383.! -22.2! 967.6!16.08|12.5 | .0276| 35.42| .098!SI|

588.|200.|3.|1.| -534537.! -18.6| 811.4|16.08|12.5 | .0232| 35.42| .082|SI|



0.| 0.|3.|1.| 328703.! -11.4| 499. |16.08|12.5 | .0143| 35.42| .05 |SI|

153.|153.|3.|1.| -607857.! -21.1! 922.7!16.08|12.5 | .0264| 35.42| .093!SI|

350.|350.|3.|1.| -302649.| -10.5| 459.4|16.08|12.5 | .0131| 35.42| .046|SI|

350.|350.|3.|1.| 126023.| -4.4| 191.3|16.08|12.5 | .0055| 35.42| .019|SI|

> 350.| 0.|3.|1.| -137970.| -4.8| 209.4|16.08|12.5 | .006 | 35.42| .021|SI|

350.| 0.|3.|1.| 143246.| -5. | 217.5|16.08|12.5 | .0062| 35.42| .022|SI|

388.| 37.|3.|1.| -212107.! -7.4| 322. |16.08|12.5 | .0092| 35.42| .033|SI|

388.| 37.|3.|1.| 640205.! -22.3! 971.9!16.08|12.5 | .0278| 35.42| .098!SI|

> 388.| 0.|3.|1.| -113878.| -4. | 172.9|16.08|12.5 | .0049| 35.42| .017|SI|

388.| 0.|3.|1.| 603406.! -21. ! 916. !16.08|12.5 | .0262| 35.42| .093!SI|

588.|200.|3.|1.| -520710.! -18.1| 790.5|16.08|12.5 | .0226| 35.42| .08 |SI|



1|32.17| .643|16.08| .322|8d16 |16.08| .322|8d16 |







MATERIALI









GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A42| 3| 3| 3| 0| 570.| 545.| 11.4 |1. |3.345| 55.27 |


SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -171420.|-.004| .012|-2563164.|-.067| .186|2.| .264|14.95|SI|

0.| 0.|3.|1.| 672636.|-.017| .049| 2563164.|-.067| .186|2.| .264|3.811|SI|

241.|241.|3.|1.|-1813290.|-.046! .132!-2563164.|-.067| .186|2.| .264|1.414!SI|

285.|285.|3.|2.|-1855395.!-.037| .069|-4960179.!-.106| .186|2.| .363!2.673|SI|

285.|285.|3.|2.| 22343.|0. | .002| 2569930.!-.06 | .186|2.| .242!115. |SI|

329.|329.|3.|1.| 7995.|0. | .001| 2563164.|-.067| .186|2.| .264|320.6!SI|

550.|550.|3.|1.| 766227.!-.019| .055| 2563164.|-.067| .186|2.| .264|3.345|SI|

570.|570.|3.|1.| -288283.|-.007| .021|-2563164.|-.067| .186|2.| .264|8.891|SI|

570.|570.|3.|1.| 766227.|-.019| .055| 2563164.|-.067| .186|2.| .264|3.345|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.|-20949.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

0.| 0.|3.| 57.| 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|

108.|108.|3.|-10665.| 18651.! 98527.| 53107.| 2.01|15. |2.5 |SI|

570.|570.|3.| -134.| 16910.| 98527.! 53107.! 2.01|15. |2.5 |SI|

570.|570.|3.| 21641.! 16910.| 98527.| 53107.| 2.01|15. |2.5 |SI|




241.|241.|3.|1.| -1263868.| -43.9!1918.6!16.08|12.5 | .0548| 35.42| .194!SI|

285.|285.|3.|2.| -1319373.! -35.8|1028.4|32.17|11.52| .0294| 24.02| .071|SI|

570.|570.|3.|1.| -187218.| -6.5| 284.2|16.08|12.5 | .0081| 35.42| .029|SI|

570.|570.|3.|1.| 550548.! -19.1| 835.8|16.08|12.5 | .0239| 35.42| .085|SI|



241.|241.|3.|1.| -1171883.| -40.7!1779. !16.08|12.5 | .0508| 35.42| .18 !SI|

285.|285.|3.|2.| -1223475.! -33.2| 953.7|32.17|11.52| .0272| 24.02| .065|SI|

570.|570.|3.|1.| -187218.| -6.5| 284.2|16.08|12.5 | .0081| 35.42| .029|SI|

570.|570.|3.|1.| 499626.! -17.4| 758.5|16.08|12.5 | .0217| 35.42| .077|SI|






241.|241.|3.|1.| -1145265.| -39.8!1738.6!16.08|12.5 | .0497| 35.42| .176!SI|

285.|285.|3.|2.| -1195766.! -32.4| 932.1|32.17|11.52| .0266| 24.02| .064|SI|

570.|570.|3.|1.| -187218.| -6.5| 284.2|16.08|12.5 | .0081| 35.42| .029|SI|

570.|570.|3.|1.| 485963.! -16.9| 737.7|16.08|12.5 | .0211| 35.42| .075|SI|



1|32.17| .643|16.08| .322|8d16 |16.08| .322|8d16 |

2|48.25| .965|32.17| .643|8d16 +8d16 |16.08| .322|8d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A91| 3| 3| 3| 0| 129.| 96.| 5.363|1.3|5. | 94.597|

2| A92| 3| 3| 3| 0| 455.| 415.| 18.958|1.5|1.368| 30.166|

3| A93| 3| 3| 3| 0| 475.| 435.| 19.792|1.5|1.417| 30.941|

4| A94| 3| 3| 3| 0| 475.| 435.| 19.789|1.5|1.351| 29.796|

5| A95| 3| 3| 3| 0| 455.| 415.| 18.963|1.3|1.605| 30.664|


SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -151846.|-.016| .039| -781751.|-.35 |1.88 |3.| .157!5.148|SI|

0.| 0.|3.|1.| 238797.!-.023| .039| 1205836.|-.35 |1.308|3.| .211|5.05 |SI|

74.| 74.|3.|3.| 45480.|-.003| .004| 2316611.!-.35 | .814|3.| .301!50.94!SI|

129.|129.|3.|3.| -396528.!-.028! .057!-1363178.!-.35 |1.686|3.| .172|3.438!SI|

129.|129.|3.|3.| 127497.|-.009| .011| 2316611.|-.35 | .814|3.| .301|18.17|SI|

> 129.| 0.|3.|3.| -965925.|-.071| .139|-1363178.|-.35 |1.686|3.| .172|1.411|SI|

129.| 0.|3.|3.| 388942.|-.028| .032| 2316611.|-.35 | .814|3.| .301|5.956|SI|

257.|128.|3.|4.| -72975.|-.008| .023| -636183.|-.35 |2.013|3.| .148!8.718|SI|

356.|228.|3.|5.| -8461.|-.001| .001|-1212642.|-.35 |1.509|3.| .188|143.3!SI|

356.|228.|3.|5.| 886320.!-.084! .144! 1212642.|-.35 |1.509|3.| .188|1.368!SI|

555.|426.|3.|7.| 382260.|-.026| .03 | 2459748.!-.35 | .812|3.| .301!6.435|SI|




584.|455.|3.|7.|-1049702.!-.073| .136|-1507770.!-.35 |1.639|3.| .176|1.436|SI|

584.|455.|3.|7.| 391940.|-.027| .031| 2459748.|-.35 | .812|3.| .301|6.276|SI|

> 584.| 0.|3.|7.|-1145716.!-.08 | .149!-1507770.|-.35 |1.639|3.| .176|1.316!SI|

584.| 0.|3.|7.| 461797.|-.032| .036| 2459748.!-.35 | .812|3.| .301!5.326|SI|

741.|157.|3.|9.| -44251.|-.005| .014| -636236.|-.35 |2.02 |3.| .148!14.38|SI|

805.|221.|3.|10| -12850.|-.001| .002|-1213978.|-.35 |1.557|3.| .184|94.47!SI|

837.|254.|3.|10| 955400.!-.087| .139| 1354156.|-.35 |1.394|3.| .201|1.417|SI|

869.|286.|3.|9.| 910789.|-.096! .134| 1337784.|-.35 |1.071|3.| .246|1.469|SI|

1059.|475.|3.|11|-1144926.|-.08 | .149|-1507770.!-.35 |1.639|3.| .176|1.317|SI|

1059.|475.|3.|11| 450759.|-.031| .035| 2459748.|-.35 | .812|3.| .301|5.457|SI|

>1059.| 0.|3.|11|-1094175.!-.076| .142|-1507770.!-.35 |1.639|3.| .176|1.378|SI|

1059.| 0.|3.|11| 445805.|-.031| .035| 2459748.!-.35 | .812|3.| .301!5.518|SI|

1216.|157.|3.|4.| -43224.|-.005| .014| -636183.|-.35 |2.013|3.| .148!14.72|SI|

1248.|189.|3.|4.| 857998.|-.094! .141| 1201750.|-.35 |1.215|3.| .224|1.401|SI|

1280.|221.|3.|5.| -12471.|-.001| .002|-1212642.|-.35 |1.509|3.| .188|97.24!SI|

1280.|221.|3.|5.| 897349.!-.085| .146| 1212642.|-.35 |1.509|3.| .188|1.351|SI|

1534.|475.|3.|3.|-1057801.|-.078| .152!-1363178.|-.35 |1.686|3.| .172|1.289!SI|

1534.|475.|3.|3.| 422090.|-.03 | .035| 2316611.|-.35 | .814|3.| .301|5.488|SI|

>1534.| 0.|3.|3.| -895875.!-.066| .129!-1363178.!-.35 |1.686|3.| .172|1.522!SI|

1534.| 0.|3.|3.| 453337.|-.033| .038| 2316611.!-.35 | .814|3.| .301!5.11 |SI|

1695.|161.|3.|4.| -39227.|-.004| .012| -636183.|-.35 |2.013|3.| .148!16.22|SI|

1761.|228.|3.|5.| -7141.|-.001| .001|-1212642.|-.35 |1.509|3.| .188|169.8!SI|

1761.|228.|3.|5.| 755678.!-.071| .123| 1212642.|-.35 |1.509|3.| .188|1.605|SI|

1828.|294.|3.|4.| 671548.|-.071! .11 | 1201750.|-.35 |1.215|3.| .224|1.79 |SI|

1989.|455.|3.|2.| -590332.|-.052| .085|-1354156.|-.35 |1.394|3.| .201|2.294|SI|

1989.|455.|3.|2.| 347829.|-.031| .056| 1213978.|-.35 |1.557|3.| .184|3.49 |SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.|-14859.| 8149.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

0.| 0.|3.| 24723.! 8149.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

129.|129.|3.|-14859.! 11465.! 47942.! 47583.! 2.01| 5. |1.6 |SI|

129.|129.|3.| 24723.| 11465.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

> 129.| 0.|3.| -564.| 11465.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

129.| 0.|3.| 17752.! 11465.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

584.|455.|3.|-14267.! 11465.! 47942.! 47583.! 2.01| 5. |1.6 |SI|

584.|455.|3.| 8902.| 11465.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

> 584.| 0.|3.| -535.| 11924.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

584.| 0.|3.| 18282.! 11924.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

1059.|475.|3.|-15098.! 11924.! 47942.! 47583.! 2.01| 5. |1.6 |SI|

1059.|475.|3.| 8865.| 11924.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

>1059.| 0.|3.| -527.| 11465.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

1059.| 0.|3.| 17868.! 11465.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

1534.|475.|3.|-13527.! 11465.! 47942.! 47583.! 2.01| 5. |1.6 |SI|

1534.|475.|3.| 8556.| 11465.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

>1534.| 0.|3.| -797.| 11465.! 47942.| 47583.| 2.01| 5. |1.6 |SI|

1534.| 0.|3.| 13632.! 11465.| 47942.| 47583.| 2.01| 5. |1.6 |SI|

1989.|455.|3.| -9492.! 8149.| 47942.! 47583.! 2.01| 5. |1.6 |SI|

1989.|455.|3.| 6227.| 8149.| 47942.| 47583.| 2.01| 5. |1.6 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -93393.| -13.8| 498.3|10.05| 5.94| .0142| 23.18| .033!SI|

0.| 0.|3.|1.| 161548.! -22. ! 549. |16.08| 5.38| .0157| 14.75| .023|SI|

129.|129.|3.|3.| -206228.! -20.8| 621.3!18.1 | 5.66| .0178| 14.28| .025|SI|

129.|129.|3.|3.| 127497.| -12.7| 222.1|32.17| 4.77| .0063| 10.71| .007|SI|

> 129.| 0.|3.|3.| -678450.| -68.6|2044. |18.1 | 5.66| .0819| 14.28| .117|SI|

129.| 0.|3.|3.| 310447.| -30.9| 540.9|32.17| 4.77| .0167| 10.71| .018|SI|

356.|228.|3.|5.| 622555.! -78. !2109.7!16.08| 5.5 | .0839| 14.92| .125!SI|

584.|455.|3.|7.| -737417.! -70.6|2004.7|20.11| 5.58| .0814| 13.52| .11 |SI|

584.|455.|3.|7.| 307212.| -29.4| 504.3|34.18| 4.74| .0154| 10.5 | .016|SI|

> 584.| 0.|3.|7.| -804682.! -77. |2187.5!20.11| 5.58| .0901| 13.52| .122!SI|

584.| 0.|3.|7.| 362154.| -34.6| 594.4|34.18| 4.74| .0197| 10.5 | .021|SI|

837.|254.|3.|10| 670976.! -81. |2030.3|18.1 | 5.38| .0818| 13.95| .114|SI|

869.|286.|3.|9.| 626583.| -84.5!1906. |18.1 | 5.2 | .0763| 13.74| .105|SI|

1059.|475.|3.|11| -804143.| -77. |2186.1|20.11| 5.58| .09 | 13.52| .122|SI|

1059.|475.|3.|11| 351000.| -33.6| 576.1|34.18| 4.74| .0188| 10.5 | .02 |SI|

>1059.| 0.|3.|11| -768626.! -73.6|2089.5|20.11| 5.58| .0854| 13.52| .115|SI|

1059.| 0.|3.|11| 350434.| -33.5| 575.2|34.18| 4.74| .0187| 10.5 | .02 |SI|

1248.|189.|3.|4.| 591402.| -82.8!2012.5|16.08| 5.33| .0797| 14.69| .117|SI|

1280.|221.|3.|5.| 630593.! -79.1|2136.9|16.08| 5.5 | .0852| 14.92| .127|SI|

1534.|475.|3.|3.| -743758.| -75.2|2240.8!18.1 | 5.66| .0913| 14.28| .13 !SI|

1534.|475.|3.|3.| 330428.| -32.9| 575.7|32.17| 4.77| .0184| 10.71| .02 |SI|

>1534.| 0.|3.|3.| -630584.! -63.7|1899.8!18.1 | 5.66| .075 | 14.28| .107!SI|

1534.| 0.|3.|3.| 357770.| -35.6| 623.4|32.17| 4.77| .0207| 10.71| .022|SI|

1761.|228.|3.|5.| 532391.! -66.7!1804.1|16.08| 5.5 | .0693| 14.92| .103|SI|

1989.|455.|3.|2.| -406822.| -49.1|1231. |18.1 | 5.38| .0438| 13.95| .061|SI|

1989.|455.|3.|2.| 285064.| -34.9| 965.4|16.08| 5.54| .0293| 14.98| .044|SI|



0.| 0.|3.|1.| 161548.! -22. ! 549. |16.08| 5.38| .0157| 14.75| .023|SI|

129.|129.|3.|3.| -203198.! -20.5| 612.2!18.1 | 5.66| .0175| 14.28| .025|SI|

129.|129.|3.|3.| 127497.| -12.7| 222.1|32.17| 4.77| .0063| 10.71| .007|SI|

> 129.| 0.|3.|3.| -610835.| -61.7|1840.3|18.1 | 5.66| .0722| 14.28| .103|SI|

129.| 0.|3.|3.| 292032.| -29.1| 508.8|32.17| 4.77| .0152| 10.71| .016|SI|

356.|228.|3.|5.| 562452.! -70.5!1906. !16.08| 5.5 | .0742| 14.92| .111!SI|

584.|455.|3.|7.| -668941.! -64. |1818.5|20.11| 5.58| .0725| 13.52| .098|SI|

584.|455.|3.|7.| 288580.| -27.6| 473.7|34.18| 4.74| .0139| 10.5 | .015|SI|

> 584.| 0.|3.|7.| -728895.! -69.8|1981.5!20.11| 5.58| .0803| 13.52| .109!SI|

584.| 0.|3.|7.| 339972.| -32.5| 558. |34.18| 4.74| .0179| 10.5 | .019|SI|

837.|254.|3.|10| 606227.! -73.2|1834.4|18.1 | 5.38| .0725| 13.95| .101|SI|

869.|286.|3.|9.| 566282.| -76.4!1722.6|18.1 | 5.2 | .0676| 13.74| .093|SI|

1059.|475.|3.|11| -724908.| -69.4|1970.7|20.11| 5.58| .0798| 13.52| .108|SI|

1059.|475.|3.|11| 327838.| -31.3| 538.1|34.18| 4.74| .017 | 10.5 | .018|SI|

>1059.| 0.|3.|11| -697128.! -66.7|1895.2|20.11| 5.58| .0762| 13.52| .103|SI|

1059.| 0.|3.|11| 329434.| -31.5| 540.7|34.18| 4.74| .0171| 10.5 | .018|SI|

1248.|189.|3.|4.| 534266.| -74.8!1818.1|16.08| 5.33| .0704| 14.69| .103|SI|

1280.|221.|3.|5.| 569979.! -71.5|1931.5|16.08| 5.5 | .0754| 14.92| .113|SI|

1534.|475.|3.|3.| -670512.| -67.8|2020.1!18.1 | 5.66| .0808| 14.28| .115!SI|




1534.|475.|3.|3.| 309097.| -30.8| 538.6|32.17| 4.77| .0166| 10.71| .018|SI|

>1534.| 0.|3.|3.| -576337.! -58.3|1736.4!18.1 | 5.66| .0672| 14.28| .096!SI|

1534.| 0.|3.|3.| 338100.| -33.7| 589.1|32.17| 4.77| .019 | 10.71| .02 |SI|

1761.|228.|3.|5.| 483446.! -60.6!1638.3|16.08| 5.5 | .0614| 14.92| .092|SI|

1989.|455.|3.|2.| -423600.| -51.1|1281.8|18.1 | 5.38| .0462| 13.95| .064|SI|

1989.|455.|3.|2.| 269152.| -32.9| 911.5|16.08| 5.54| .0267| 14.98| .04 |SI|



0.| 0.|3.|1.| 161548.! -22. ! 549. |16.08| 5.38| .0157| 14.75| .023|SI|

129.|129.|3.|3.| -200710.! -20.3| 604.7!18.1 | 5.66| .0173| 14.28| .025|SI|

129.|129.|3.|3.| 127497.| -12.7| 222.1|32.17| 4.77| .0063| 10.71| .007|SI|

> 129.| 0.|3.|3.| -588603.| -59.5|1773.4|18.1 | 5.66| .069 | 14.28| .099|SI|

129.| 0.|3.|3.| 285970.| -28.5| 498.3|32.17| 4.77| .0147| 10.71| .016|SI|

356.|228.|3.|5.| 542413.! -68. !1838.1!16.08| 5.5 | .0709| 14.92| .106!SI|

584.|455.|3.|7.| -645820.! -61.8|1755.7|20.11| 5.58| .0695| 13.52| .094|SI|

584.|455.|3.|7.| 282295.| -27. | 463.4|34.18| 4.74| .0134| 10.5 | .014|SI|

> 584.| 0.|3.|7.| -703547.! -67.3|1912.6!20.11| 5.58| .077 | 13.52| .104!SI|

584.| 0.|3.|7.| 332555.| -31.8| 545.9|34.18| 4.74| .0173| 10.5 | .018|SI|

837.|254.|3.|10| 584645.! -70.6|1769.1|18.1 | 5.38| .0694| 13.95| .097|SI|

869.|286.|3.|9.| 546175.| -73.7!1661.4|18.1 | 5.2 | .0647| 13.74| .089|SI|

1059.|475.|3.|11| -698568.| -66.9|1899.1|20.11| 5.58| .0764| 13.52| .103|SI|

1059.|475.|3.|11| 320136.| -30.6| 525.5|34.18| 4.74| .0164| 10.5 | .017|SI|

>1059.| 0.|3.|11| -673079.! -64.4|1829.8|20.11| 5.58| .0731| 13.52| .099|SI|

1059.| 0.|3.|11| 329956.| -31.5| 541.6|34.18| 4.74| .0171| 10.5 | .018|SI|

1248.|189.|3.|4.| 522706.| -73.2!1778.7|16.08| 5.33| .0685| 14.69| .101|SI|

1280.|221.|3.|5.| 557215.! -69.9|1888.3|16.08| 5.5 | .0733| 14.92| .109|SI|

1534.|475.|3.|3.| -646315.| -65.3|1947.2!18.1 | 5.66| .0773| 14.28| .11 !SI|

1534.|475.|3.|3.| 309304.| -30.8| 538.9|32.17| 4.77| .0166| 10.71| .018|SI|

>1534.| 0.|3.|3.| -557896.! -56.4|1680.8!18.1 | 5.66| .0646| 14.28| .092!SI|

1534.| 0.|3.|3.| 331416.| -33. | 577.5|32.17| 4.77| .0185| 10.71| .02 |SI|

1761.|228.|3.|5.| 467093.! -58.6!1582.9|16.08| 5.5 | .0588| 14.92| .088|SI|

1989.|455.|3.|2.| -409141.| -49.4|1238. |18.1 | 5.38| .0441| 13.95| .062|SI|

1989.|455.|3.|2.| 264012.| -32.3| 894.1|16.08| 5.54| .0259| 14.98| .039|SI|



1|26.14|1.361|10.05| .524|5d16 |16.08| .838|8d16 |

2|34.18|1.78 |18.1 | .942|5d16 +4d16 |16.08| .838|8d16 |

3|50.27|2.618|18.1 | .942|5d16 +4d16 |32.17|1.676|8d16 +8d16 |

4|24.13|1.257| 8.04| .419|4d16 |16.08| .838|8d16 |

5|32.17|1.676|16.08| .838|4d16 +4d16 |16.08| .838|8d16 |

6|36.19|1.885|20.11|1.047|6d16 +4d16 |16.08| .838|8d16 |

7|54.29|2.827|20.11|1.047|6d16 +4d16 |34.18|1.78 |8d16 +9d16 |

8|38.2 |1.99 |20.11|1.047|6d16 +4d16 |18.1 | .942|9d16 |

9|26.14|1.361| 8.04| .419|4d16 |18.1 | .942|9d16 |

10|34.18|1.78 |16.08| .838|4d16 +4d16 |18.1 | .942|9d16 |

11|54.29|2.827|20.11|1.047|6d16 +4d16 |34.18|1.78 |9d16 +8d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A88| 3| 3| 3| 0| 665.| 640.| 16.617|1.3|1.327| 25.222|

2| A89| 3| 3| 3| 0| 296.| 271.| 7.403|1.3|5. | 97.521|


SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |




7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.|-1685555.|-.095| .132|-2669335.|-.35 |1.719|3.| .169|1.584|SI|

0.| 0.|3.|1.| 503310.|-.02 | .043| 2441422.|-.35 |2.546|3.| .121|4.851|SI|

194.|194.|3.|2.| -80685.|-.006| .017|-1050482.|-.35 |3.146|3.| .1 !13.02|SI|

263.|263.|3.|2.| 1876190.|-.1 ! .167! 2358451.|-.35 |1.464|3.| .193|1.257!SI|

298.|298.|3.|3.| 1913201.|-.098| .166| 2518997.|-.35 |1.461|3.| .193!1.317|SI|

332.|332.|3.|4.| -37876.|-.002| .004|-2039658.|-.35 |2.105|3.| .143|53.85!SI|

332.|332.|3.|4.| 1932344.!-.091| .166| 2563644.|-.35 |1.913|3.| .155|1.327|SI|

643.|643.|3.|6.| 506053.|-.018| .03 | 3503125.!-.35 |1.847|3.| .159|6.922|SI|

665.|665.|3.|6.|-1933301.!-.091| .149|-2708517.!-.35 |2.327|3.| .131|1.401|SI|

665.|665.|3.|6.| 507931.|-.018| .03 | 3503125.|-.35 |1.847|3.| .159|6.897|SI|

> 665.| 0.|3.|6.|-1139090.!-.052| .088!-2708517.!-.35 |2.327|3.| .131|2.378!SI|

665.| 0.|3.|6.| 270126.!-.009| .016| 3503125.!-.35 |1.847|3.| .159|12.97|SI|

718.| 53.|3.|7.| -877976.|-.06 ! .071|-2433608.|-.35 | .591|3.| .372!2.772|SI|

876.|211.|3.|7.| -160462.|-.01 | .013|-2433608.|-.35 | .591|3.| .372|15.17!SI|

948.|284.|3.|8.| 171115.|-.009| .03 | 1180974.|-.35 |3.566|3.| .089!6.902|SI|

961.|296.|3.|8.| -284449.|-.019| .026|-2145627.|-.35 |1.015|3.| .256|7.543|SI|

961.|296.|3.|8.| 171115.|-.009| .03 | 1180974.|-.35 |3.566|3.| .089|6.902|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -387.| 4431.| 34061.| 34059.| 1.01| 5. |1.3 |SI|

0.| 0.|3.| 22557.! 4431.| 34061.| 34059.| 1.01| 5. |1.3 |SI|

91.| 91.|3.| -387.| 7980.! 34061.| 34059.| 1.01| 5. |1.3 |SI|

665.|665.|3.|-18172.! 4431.| 34061.! 34059.! 1.01| 5. |1.3 |SI|

665.|665.|3.| 9433.| 4431.| 34061.| 34059.| 1.01| 5. |1.3 |SI|

> 665.| 0.|3.|-13101.| 4431.| 34061.| 34059.| 1.01| 5. |1.3 |SI|

665.| 0.|3.| 17895.! 4431.| 34061.| 34059.| 1.01| 5. |1.3 |SI|

687.| 22.|3.|-13376.| 6584.! 34061.| 34059.| 1.01| 5. |1.3 |SI|

961.|296.|3.|-17794.! 4431.| 34061.! 34059.! 1.01| 5. |1.3 |SI|

961.|296.|3.| 12839.| 4431.| 34061.| 34059.| 1.01| 5. |1.3 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -1185238.| -89.6!1946.4|18.35| 7.5 | .0775| 13.89| .108|SI|

9.| 9.|3.|1.| -1061553.| -80.3|1743.3|18.35| 7.5 | .0678| 13.89| .094|SI|

9.| 9.|3.|1.| 392857.| -22.1| 712.1|16.08| 7.5 | .0238| 11.28| .027|SI|

12.| 12.|3.|1.| -1021634.| -77.2|1677.7|18.35| 7.5 | .0647| 13.89| .09 |SI|

12.| 12.|3.|1.| 391952.| -22.1| 710.5|16.08| 7.5 | .0238| 11.28| .027|SI|

22.| 22.|3.|1.| -897950.| -67.9|1474.6|18.35| 7.5 | .055 | 13.89| .076|SI|

332.|332.|3.|4.| 1358353.! -83.7|2428.8!16.08| 7.5 | .1056| 11.28| .119|SI|

665.|665.|3.|6.| -1359894.! -87.7|2198.9|18.35| 7.5 | .0895| 13.89| .124!SI|

665.|665.|3.|6.| 374911.| -18.7| 465.4|24.13| 7.5 | .0144| 10.02| .014|SI|

> 665.| 0.|3.|6.| -800885.! -51.7!1295. !18.35| 7.5 | .0465| 13.89| .065!SI|

665.| 0.|3.|6.| 198792.! -9.9| 246.8|24.13| 7.5 | .0071| 10.02| .007|SI|

961.|296.|3.|8.| -167293.| -15.8| 321.1|16.08| 7.5 | .0092| 15.09| .014|SI|

961.|296.|3.|8.| 156933.| -11.4| 572.3| 8.04| 7.5 | .0164| 15.09| .025|SI|



9.| 9.|3.|1.| -961693.| -72.7|1579.3|18.35| 7.5 | .06 | 13.89| .083|SI|

9.| 9.|3.|1.| 366608.| -20.7| 664.5|16.08| 7.5 | .0216| 11.28| .024|SI|

12.| 12.|3.|1.| -925946.| -70. |1520.6|18.35| 7.5 | .0572| 13.89| .079|SI|

12.| 12.|3.|1.| 365693.| -20.6| 662.9|16.08| 7.5 | .0215| 11.28| .024|SI|

22.| 22.|3.|1.| -815190.| -61.6|1338.7|18.35| 7.5 | .0485| 13.89| .067|SI|

332.|332.|3.|4.| 1230083.! -75.8|2199.5!16.08| 7.5 | .0947| 11.28| .107|SI|

665.|665.|3.|6.| -1236473.! -79.8|1999.4|18.35| 7.5 | .08 | 13.89| .111!SI|

665.|665.|3.|6.| 346233.| -17.3| 429.8|24.13| 7.5 | .0127| 10.02| .013|SI|

> 665.| 0.|3.|6.| -736883.! -47.5!1191.5!18.35| 7.5 | .0415| 13.89| .058!SI|

665.| 0.|3.|6.| 176592.! -8.8| 219.2|24.13| 7.5 | .0063| 10.02| .006|SI|

961.|296.|3.|8.| -152187.| -14.4| 292.1|16.08| 7.5 | .0083| 15.09| .013|SI|

961.|296.|3.|8.| 152067.| -11.1| 554.5| 8.04| 7.5 | .0158| 15.09| .024|SI|



9.| 9.|3.|1.| -928487.| -70.2|1524.7|18.35| 7.5 | .0574| 13.89| .08 |SI|

9.| 9.|3.|1.| 358068.| -20.2| 649. |16.08| 7.5 | .0208| 11.28| .024|SI|

12.| 12.|3.|1.| -894158.| -67.6|1468.4|18.35| 7.5 | .0547| 13.89| .076|SI|

12.| 12.|3.|1.| 357147.| -20.1| 647.4|16.08| 7.5 | .0208| 11.28| .023|SI|

22.| 22.|3.|1.| -787792.| -59.6|1293.7|18.35| 7.5 | .0464| 13.89| .064|SI|

332.|332.|3.|4.| 1187128.! -73.1|2122.7!16.08| 7.5 | .091 | 11.28| .103|SI|

665.|665.|3.|6.| -1194875.! -77.1|1932.1|18.35| 7.5 | .0768| 13.89| .107!SI|

665.|665.|3.|6.| 336573.| -16.8| 417.9|24.13| 7.5 | .0121| 10.02| .012|SI|

> 665.| 0.|3.|6.| -714233.! -46.1!1154.9!18.35| 7.5 | .0398| 13.89| .055!SI|

665.| 0.|3.|6.| 174687.! -8.7| 216.9|24.13| 7.5 | .0062| 10.02| .006|SI|

961.|296.|3.|8.| -147152.| -13.9| 282.5|16.08| 7.5 | .0081| 15.09| .012|SI|




961.|296.|3.|8.| 151568.| -11.1| 552.7| 8.04| 7.5 | .0158| 15.09| .024|SI|



1|36.69|1.911|18.35| .956|6d16 +2d16 +2d12 |18.35| .956|8d16 +2d12 |

2|24.63|1.283| 6.28| .327|2d16 +2d12 |18.35| .956|8d16 +2d12 |

3|29.15|1.518| 8.55| .445|2d16 +2d12 +2d12 |20.61|1.073|8d16 +2d12 +2d12 |

4|33.18|1.728|12.57| .654|2d16 +2d16 +2d1 ...|20.61|1.073|8d16 +2d12 +2d12 |

5|36.69|1.911|18.35| .956|2d16 +6d16 +2d12 |18.35| .956|8d16 +2d12 |

6|44.74|2.33 |18.35| .956|2d16 +6d16 +2d12 |26.39|1.374|8d16 +4d16 +2d12 |

7|28.65|1.492|18.35| .956|2d16 +6d16 +2d12 |10.3 | .537|4d16 +2d12 |

8|24.13|1.257|16.08| .838|2d16 +6d16 | 8.04| .419|4d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A84| 3| 3| 3| 0| 176.| 143.| 7.322|1.3|2.802| 53.54 |

2| A85| 3| 3| 3| 0| 475.| 435.| 19.776|1.5|1.682| 38.327|

3| A86| 3| 3| 3| 0| 360.| 328.| 15.006|1.5|5. |113.958|

4| A103| 3| 3| 3| 0| 515.| 490.| 21.473|1.5|1.296| 27.893|

5| A104| 3| 3| 3| 0| 520.| 508.| 21.677| .4|1.464| 7.881| 23


SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -71062.|-.01 | .018| -764467.|-.35 |1.533|3.| .186|10.76|SI|

0.| 0.|3.|1.| 222061.!-.032| .071| 622180.|-.35 |1.799|3.| .163|2.802|SI|

53.| 53.|3.|2.| -21894.|-.002| .003|-1435155.!-.35 | .699|3.| .334!65.55|SI|

53.| 53.|3.|2.| 136055.|-.017| .043| 623352.|-.35 |1.926|3.| .154!4.582|SI|

146.|146.|3.|4.| 11778.|-.001| .002| 1185869.!-.35 |1.114|3.| .239|100.7|SI|

166.|166.|3.|4.| 4091.|0. | .001| 1185869.|-.35 |1.114|3.| .239|289.9!SI|

176.|176.|3.|4.| -318573.!-.038! .082! -767897.|-.35 |1.755|3.| .166|2.41 !SI|

176.|176.|3.|4.| 4091.|0. | .001| 1185869.|-.35 |1.114|3.| .239|289.9|SI|

> 176.| 0.|3.|4.| -423417.|-.051| .109| -767897.|-.35 |1.755|3.| .166|1.814|SI|

176.| 0.|3.|4.| 212819.|-.024| .035| 1185869.!-.35 |1.114|3.| .239!5.572|SI|

333.|157.|3.|5.| -192.|0. |0. | -476978.|-.35 |1.981|3.| .15 !2479.!SI|

365.|189.|3.|5.| 358087.|-.057! .115| 620886.|-.35 |1.679|3.| .172|1.734|SI|




397.|221.|3.|6.| -3657.|0. | .001| -905188.!-.35 |1.336|3.| .208|247.5|SI|

397.|221.|3.|6.| 370207.!-.052| .118! 622550.|-.35 |1.837|3.| .16 |1.682!SI|

650.|475.|3.|4.| -433667.!-.053| .112| -767897.|-.35 |1.755|3.| .166|1.771|SI|

650.|475.|3.|4.| 111408.|-.013| .018| 1185869.|-.35 |1.114|3.| .239|10.64|SI|

> 650.| 0.|3.|4.| -208977.|-.025| .054! -767897.|-.35 |1.755|3.| .166|3.675!SI|

650.| 0.|3.|4.| 121265.!-.014| .02 | 1185869.|-.35 |1.114|3.| .239|9.779|SI|

896.|246.|3.|7.| -83698.|-.009| .012|-1311483.|-.35 | .856|3.| .29 !15.67|SI|

896.|246.|3.|7.| 15168.|-.002| .005| 623212.|-.35 |1.91 |3.| .155!41.09|SI|

989.|338.|3.|8.| 17448.|-.002| .002| 1756155.!-.35 |1.012|3.| .257|100.7!SI|

1010.|360.|3.|8.| -289360.!-.025! .042|-1344866.!-.35 |1.477|3.| .192|4.648|SI|

1010.|360.|3.|8.| 17926.|-.002| .002| 1756155.|-.35 |1.012|3.| .257|97.97|SI|

>1010.| 0.|3.|8.|-1043157.|-.095| .152!-1344866.|-.35 |1.477|3.| .192|1.289!SI|

1010.| 0.|3.|8.| 311660.|-.027| .034| 1756155.|-.35 |1.012|3.| .257|5.635|SI|

1167.|157.|3.|10| -9745.|-.001| .004| -477228.|-.35 |2.031|3.| .147!48.97|SI|

1167.|157.|3.|10| 696085.|-.093| .116| 1168744.|-.35 | .865|3.| .288!1.679|SI|

1201.|190.|3.|10| 833153.|-.114! .139| 1168744.|-.35 | .865|3.| .288|1.403|SI|

1234.|224.|3.|11| -3573.|0. | .001| -911758.|-.35 |1.622|3.| .177|255.2!SI|

1268.|258.|3.|11| 918380.!-.109| .152| 1190485.|-.35 |1.214|3.| .224|1.296|SI|

1504.|493.|3.|13| 270542.|-.022| .026| 2034975.!-.35 | .91 |3.| .278|7.522|SI|

1526.|515.|3.|13|-1150343.!-.096| .151|-1490042.!-.35 |1.471|3.| .192|1.295|SI|

1526.|515.|3.|13| 271211.|-.022| .026| 2034975.|-.35 | .91 |3.| .278|7.503|SI|

>1526.| 0.|3.|13|-1030334.!-.085! .135!-1490042.!-.35 |1.471|3.| .192|1.446!SI|

1526.| 0.|3.|13| 73440.|-.006| .007| 2034975.!-.35 | .91 |3.| .278!27.71|SI|

1678.|152.|3.|15| -19552.|-.003| .008| -477138.|-.35 |2.013|3.| .148!24.4 |SI|

1743.|217.|3.|15| -473.|0. |0. | -477138.|-.35 |2.013|3.| .148|1009.!SI|

1809.|283.|3.|15| 476278.!-.067| .104| 901313.|-.35 |1.215|3.| .224|1.892|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -5602.| 6112.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

0.| 0.|3.| 11787.! 6112.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

176.|176.|3.| -5840.! 7511.! 38663.! 38662.! 2.01| 5. |1.3 |SI|

176.|176.|3.| 11415.| 7511.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

> 176.| 0.|3.| -443.| 7511.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

176.| 0.|3.| 8584.! 7511.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

650.|475.|3.| -5389.! 7511.! 38663.! 38662.! 2.01| 5. |1.3 |SI|

650.|475.|3.| 4334.| 7511.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

> 650.| 0.|3.| -5268.| 7511.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

650.| 0.|3.| 9019.! 7511.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

1010.|360.|3.| -6702.! 7511.! 38663.! 38662.! 2.01| 5. |1.3 |SI|

1010.|360.|3.| 7334.| 7511.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

>1010.| 0.|3.| -270.| 9464.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

1010.| 0.|3.| 15611.! 9464.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

1526.|515.|3.|-13225.! 9464.! 38663.! 38662.! 2.01| 5. |1.3 |SI|

1526.|515.|3.| 6690.| 9464.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

>1526.| 0.|3.| -272.| 8598.! 38663.! 38662.! 2.01| 5. |1.3 |SI|

1526.| 0.|3.| 12352.! 8598.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

2046.|520.|3.| -7391.! 6112.| 27587.| 24783.| 2.01|15. |2.5 |SI|

2046.|520.|3.| 39.| 6112.| 27587.| 24783.| 2.01|15. |2.5 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -47692.| -9.1| 257.3|10.05| 5.57| .0074| 16.53| .012|SI|

0.| 0.|3.|1.| 143182.! -28.5| 957. | 8.04| 5.84| .0273| 22.77| .062!SI|

9.| 9.|3.|1.| 126780.| -25.2| 847.3| 8.04| 5.84| .0242| 22.77| .055|SI|

176.|176.|3.|4.| -187061.! -31.2!1006.9!10.05| 5.78| .0288| 16.86| .048|SI|

176.|176.|3.|4.| 4091.| -.6| 14.1|16.08| 5.14| .0004| 12.69| .001|SI|

> 176.| 0.|3.|4.| -296176.| -49.5|1594.2|10.05| 5.78| .0559| 16.86| .094|SI|

176.| 0.|3.|4.| 180810.| -28.6| 621. |16.08| 5.14| .0177| 12.69| .023|SI|

365.|189.|3.|5.| 249982.| -53.5!1671.7| 8.04| 5.73| .0555| 22.35| .124|SI|

397.|221.|3.|6.| 262235.! -50.5|1752.6! 8.04| 5.89| .0588| 22.96| .135!SI|

650.|475.|3.|4.| -305758.! -51.1|1645.8|10.05| 5.78| .0583| 16.86| .098|SI|

650.|475.|3.|4.| 79146.| -12.5| 271.8|16.08| 5.14| .0078| 12.69| .01 |SI|

> 650.| 0.|3.|4.| -101447.| -16.9| 546.1|10.05| 5.78| .0156| 16.86| .026|SI|

650.| 0.|3.|4.| 114759.! -18.2| 394.1|16.08| 5.14| .0113| 12.69| .014|SI|

711.| 60.|3.|1.| 80200.| -16. | 536. | 8.04| 5.84| .0153| 22.77| .035!SI|

1010.|360.|3.|8.| -204278.! -25.1! 620.6!18.1 | 5.36| .0177| 12.31| .022|SI|

1010.|360.|3.|8.| 5740.| -.7| 13.3|24.13| 4.89| .0004| 10.79| 0. |SI|

>1010.| 0.|3.|8.| -732289.| -89.9|2224.7!18.1 | 5.36| .094 | 12.31| .116|SI|

1010.| 0.|3.|8.| 238079.| -29.4| 550.3|24.13| 4.89| .017 | 10.79| .018|SI|

1268.|258.|3.|11| 644358.! -98.4!2208.7|16.08| 5.2 | .0925| 12.75| .118!SI|

1526.|515.|3.|13| -807904.! -91.2|2212.6|20.11| 5.32| .0944| 11.8 | .111|SI|

1526.|515.|3.|13| 190851.| -21.9| 379.8|28.15| 4.75| .0109| 10.23| .011|SI|

>1526.| 0.|3.|13| -725061.! -81.9!1985.7!20.11| 5.32| .0836| 11.8 | .099!SI|

1526.| 0.|3.|13| 73440.| -8.4| 146.2|28.15| 4.75| .0042| 10.23| .004|SI|

1809.|283.|3.|15| 335814.! -62.7|1523.7|12.06| 5.33| .0564| 14.69| .083|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -43319.| -8.3| 233.7|10.05| 5.57| .0067| 16.53| .011|SI|

0.| 0.|3.|1.| 143182.! -28.5| 957. ! 8.04| 5.84| .0273| 22.77| .062!SI|

9.| 9.|3.|1.| 126780.| -25.2| 847.3| 8.04| 5.84| .0242| 22.77| .055|SI|

176.|176.|3.|4.| -176926.! -29.6! 952.4|10.05| 5.78| .0272| 16.86| .046|SI|

176.|176.|3.|4.| 4091.| -.6| 14.1|16.08| 5.14| .0004| 12.69| .001|SI|

> 176.| 0.|3.|4.| -270976.| -45.3|1458.6|10.05| 5.78| .0494| 16.86| .083|SI|

176.| 0.|3.|4.| 174185.| -27.6| 598.2|16.08| 5.14| .0171| 12.69| .022|SI|

365.|189.|3.|5.| 228163.| -48.8!1525.8| 8.04| 5.73| .0486| 22.35| .109|SI|

397.|221.|3.|6.| 239523.! -46.1|1600.8! 8.04| 5.89| .0516| 22.96| .118!SI|

650.|475.|3.|4.| -278545.! -46.5|1499.3|10.05| 5.78| .0513| 16.86| .087|SI|

650.|475.|3.|4.| 72158.| -11.4| 247.8|16.08| 5.14| .0071| 12.69| .009|SI|

> 650.| 0.|3.|4.| -94164.| -15.7| 506.9|10.05| 5.78| .0145| 16.86| .024|SI|

650.| 0.|3.|4.| 114759.! -18.2| 394.1|16.08| 5.14| .0113| 12.69| .014|SI|

711.| 60.|3.|1.| 80200.| -16. | 536. | 8.04| 5.84| .0153| 22.77| .035!SI|

1010.|360.|3.|8.| -188486.! -23.1! 572.6!18.1 | 5.36| .0164| 12.31| .02 |SI|

1010.|360.|3.|8.| 5740.| -.7| 13.3|24.13| 4.89| .0004| 10.79| 0. |SI|

>1010.| 0.|3.|8.| -659924.| -81. |2004.9!18.1 | 5.36| .0836| 12.31| .103|SI|

1010.| 0.|3.|8.| 220962.| -27.3| 510.8|24.13| 4.89| .0151| 10.79| .016|SI|

1268.|258.|3.|11| 581874.! -88.9!1994.6|16.08| 5.2 | .0823| 12.75| .105!SI|

1526.|515.|3.|13| -730189.! -82.5|1999.8|20.11| 5.32| .0842| 11.8 | .099|SI|

1526.|515.|3.|13| 172612.| -19.8| 343.5|28.15| 4.75| .0098| 10.23| .01 |SI|

>1526.| 0.|3.|13| -659328.! -74.5!1805.7!20.11| 5.32| .075 | 11.8 | .089!SI|




1526.| 0.|3.|13| 73440.| -8.4| 146.2|28.15| 4.75| .0042| 10.23| .004|SI|

1809.|283.|3.|15| 305298.! -57. |1385.2|12.06| 5.33| .0498| 14.69| .073|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -41862.| -8. | 225.8|10.05| 5.57| .0065| 16.53| .011|SI|

0.| 0.|3.|1.| 143182.! -28.5| 957. ! 8.04| 5.84| .0273| 22.77| .062!SI|

9.| 9.|3.|1.| 126780.| -25.2| 847.3| 8.04| 5.84| .0242| 22.77| .055|SI|

176.|176.|3.|4.| -173305.! -28.9! 932.9|10.05| 5.78| .0267| 16.86| .045|SI|

176.|176.|3.|4.| 4091.| -.6| 14.1|16.08| 5.14| .0004| 12.69| .001|SI|

> 176.| 0.|3.|4.| -262437.| -43.8|1412.6|10.05| 5.78| .0472| 16.86| .08 |SI|

176.| 0.|3.|4.| 171943.| -27.2| 590.5|16.08| 5.14| .0169| 12.69| .021|SI|

365.|189.|3.|5.| 220888.| -47.2!1477.1| 8.04| 5.73| .0463| 22.35| .103|SI|

397.|221.|3.|6.| 231931.! -44.7|1550.1! 8.04| 5.89| .0492| 22.96| .113!SI|

650.|475.|3.|4.| -269693.! -45. |1451.7|10.05| 5.78| .0491| 16.86| .083|SI|

650.|475.|3.|4.| 69880.| -11.1| 240. |16.08| 5.14| .0069| 12.69| .009|SI|

> 650.| 0.|3.|4.| -91878.| -15.3| 494.6|10.05| 5.78| .0141| 16.86| .024|SI|

650.| 0.|3.|4.| 114759.! -18.2| 394.1|16.08| 5.14| .0113| 12.69| .014|SI|

711.| 60.|3.|1.| 80200.| -16. | 536. | 8.04| 5.84| .0153| 22.77| .035!SI|

1010.|360.|3.|8.| -182849.! -22.5! 555.5!18.1 | 5.36| .0159| 12.31| .02 |SI|

1010.|360.|3.|8.| 5740.| -.7| 13.3|24.13| 4.89| .0004| 10.79| 0. |SI|

>1010.| 0.|3.|8.| -636016.| -78.1|1932.2!18.1 | 5.36| .0801| 12.31| .099|SI|

1010.| 0.|3.|8.| 215305.| -26.6| 497.7|24.13| 4.89| .0145| 10.79| .016|SI|

1268.|258.|3.|11| 560994.! -85.7!1923. |16.08| 5.2 | .0789| 12.75| .101!SI|

1526.|515.|3.|13| -704203.! -79.5|1928.6|20.11| 5.32| .0808| 11.8 | .095|SI|

1526.|515.|3.|13| 166514.| -19.1| 331.4|28.15| 4.75| .0095| 10.23| .01 |SI|

>1526.| 0.|3.|13| -637137.! -72. !1744.9!20.11| 5.32| .0721| 11.8 | .085!SI|

1526.| 0.|3.|13| 73440.| -8.4| 146.2|28.15| 4.75| .0042| 10.23| .004|SI|

1809.|283.|3.|15| 295085.! -55.1|1338.9|12.06| 5.33| .0476| 14.69| .07 |SI|



1|18.1 |1.257|10.05| .698|2d16 +3d16 | 8.04| .559|4d16 |

2|28.15|1.955|20.11|1.396|2d16 +3d16 +2d1 ...| 8.04| .559|4d16 |

3|24.13|1.676|16.08|1.117|3d16 +2d16 +3d16 | 8.04| .559|4d16 |

4|26.14|1.815|10.05| .698|2d16 +3d16 |16.08|1.117|4d16 +4d16 |

5|14.07| .977| 6.03| .419|3d16 | 8.04| .559|4d16 |

6|20.11|1.396|12.06| .838|3d16 +3d16 | 8.04| .559|4d16 |

7|26.14|1.815|18.1 |1.257|6d16 +3d16 | 8.04| .559|4d16 |

8|42.22|2.932|18.1 |1.257|6d16 +3d16 |24.13|1.676|4d16 +8d16 |

9|34.18|2.374|18.1 |1.257|6d16 +3d16 |16.08|1.117|8d16 |

10|22.12|1.536| 6.03| .419|3d16 |16.08|1.117|8d16 |

11|28.15|1.955|12.06| .838|3d16 +3d16 |16.08|1.117|8d16 |

12|36.19|2.513|20.11|1.396|3d16 +7d16 |16.08|1.117|8d16 |

13|48.25|3.351|20.11|1.396|3d16 +7d16 |28.15|1.955|8d16 +6d16 |

14|32.17|2.234|20.11|1.396|3d16 +7d16 |12.06| .838|6d16 |

15|18.1 |1.257| 6.03| .419|3d16 |12.06| .838|6d16 |

16|32.17|2.234|20.11|1.396|7d16 +3d16 |12.06| .838|6d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A96| 3| 3| 3| 0| 350.| 338.| 14.595|1.3|2.733| 55.152|

2| A87| 3| 3| 3| 0| 37.| 25.| 1.562|1.5|5. |108.814|

3| A97| 3| 3| 3| 0| 221.| 208.| 9.191| .4|1.554| 9.016| 23


SLU |









SLU |

Nome Descrizione |





5.|permanente |




6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -502662.!-.062! .109! -909481.|-.35 |1.509|3.| .188|1.809!SI|

0.| 0.|3.|1.| 274291.|-.033| .059| 909481.|-.35 |1.509|3.| .188|3.316|SI|

118.|118.|3.|2.| -42208.|-.006| .018| -477138.|-.35 |2.013|3.| .148!11.3 |SI|

118.|118.|3.|2.| 286109.|-.039| .062| 901313.|-.35 |1.215|3.| .224!3.15 |SI|

150.|150.|3.|2.| -9532.|-.001| .004| -477138.|-.35 |2.013|3.| .148|50.05!SI|

181.|181.|3.|2.| 329823.!-.045| .072| 901313.|-.35 |1.215|3.| .224|2.733|SI|

341.|341.|3.|3.| 133774.|-.015| .029| 910773.!-.35 |1.571|3.| .182|6.808|SI|

350.|350.|3.|3.| -388458.|-.045| .072|-1050801.!-.35 |1.357|3.| .205|2.705|SI|

350.|350.|3.|3.| 115631.|-.013| .025| 910773.|-.35 |1.571|3.| .182|7.877|SI|

> 350.| 0.|3.|3.| -537837.|-.063| .1 |-1050801.|-.35 |1.357|3.| .205|1.954|SI|

350.| 0.|3.|3.| 8556.|-.001| .002| 910773.!-.35 |1.571|3.| .182!106.5!SI|

378.| 28.|3.|3.| 10080.!-.001| .002| 910773.|-.35 |1.571|3.| .182|90.35|SI|

388.| 37.|3.|3.| -804394.!-.098! .151!-1050801.!-.35 |1.357|3.| .205!1.306!SI|

388.| 37.|3.|3.| 10080.|-.001| .002| 910773.|-.35 |1.571|3.| .182|90.35|SI|

> 388.| 0.|3.|3.| -685011.!-.082! .128!-1050801.!-.35 |1.357|3.| .205!1.534!SI|

388.| 0.|3.|3.| 97433.|-.011| .021| 910773.!-.35 |1.571|3.| .182!9.348|SI|

567.|180.|3.|3.| -4684.|-.001| .001|-1050801.|-.35 |1.357|3.| .205|224.4!SI|

599.|211.|3.|3.| 249706.!-.029| .054| 910773.|-.35 |1.571|3.| .182|3.647|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -1411.| 6112.| 38663.! 38662.! 2.01| 5. |1.3 |SI|

0.| 0.|3.| 8367.! 6112.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

54.| 54.|3.| -1411.| 8598.! 38663.| 38662.| 2.01| 5. |1.3 |SI|

350.|350.|3.| -6309.! 6825.| 27587.| 24783.| 2.01|15. |2.5 |SI|

350.|350.|3.| 56.| 6825.| 27587.| 24783.| 2.01|15. |2.5 |SI|

> 350.| 0.|3.|-13700.| 6825.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

350.| 0.|3.| 54.! 6825.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

388.| 37.|3.|-14538.! 8598.! 38663.! 38662.! 2.01| 5. |1.3 |SI|

388.| 37.|3.| 54.| 8598.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

> 388.| 0.|3.| -476.| 8598.! 38663.! 38662.! 2.01| 5. |1.3 |SI|

388.| 0.|3.| 7967.! 8598.| 38663.| 38662.| 2.01| 5. |1.3 |SI|

608.|221.|3.| -476.! 6112.| 27587.| 24783.| 2.01|15. |2.5 |SI|

608.|221.|3.| 1540.| 6112.| 27587.| 24783.| 2.01|15. |2.5 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -245646.! -41.1|1109.9|12.06| 5.5 | .0363| 14.92| .054|SI|

0.| 0.|3.|1.| 274291.! -45.8!1239.3|12.06| 5.5 | .0424| 14.92| .063|SI|

309.|309.|3.|2.| -161543.| -34.8|1427. ! 6.03| 6.13| .0408| 23.89| .097!SI|

350.|350.|3.|3.| -219860.| -35. | 856.6|14.07| 5.34| .0264| 13.67| .036|SI|

350.|350.|3.|3.| 8655.| -1.4| 39.1|12.06| 5.55| .0011| 14.99| .002|SI|

> 350.| 0.|3.|3.| -251683.| -40. | 980.6|14.07| 5.34| .0323| 13.67| .044|SI|

350.| 0.|3.|3.| 8042.| -1.3| 36.3|12.06| 5.55| .001 | 14.99| .002|SI|

388.| 37.|3.|3.| -565545.! -90. !2203.4!14.07| 5.34| .0906| 13.67| .124!SI|

388.| 37.|3.|3.| 10080.! -1.6| 45.5|12.06| 5.55| .0013| 14.99| .002|SI|

> 388.| 0.|3.|3.| -477961.! -76. !1862.2!14.07| 5.34| .0743| 13.67| .102!SI|

388.| 0.|3.|3.| 97433.| -15.8| 439.9|12.06| 5.55| .0126| 14.99| .019|SI|

599.|211.|3.|3.| 162596.! -26.3| 734. |12.06| 5.55| .021 | 14.99| .031|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -215240.| -36. | 972.5|12.06| 5.5 | .0297| 14.92| .044|SI|

0.| 0.|3.|1.| 274291.! -45.8!1239.3|12.06| 5.5 | .0424| 14.92| .063|SI|

309.|309.|3.|2.| -161543.| -34.8|1427. ! 6.03| 6.13| .0408| 23.89| .097!SI|

350.|350.|3.|3.| -219860.! -35. | 856.6|14.07| 5.34| .0264| 13.67| .036|SI|

350.|350.|3.|3.| 8655.| -1.4| 39.1|12.06| 5.55| .0011| 14.99| .002|SI|

> 350.| 0.|3.|3.| -234460.| -37.3| 913.5|14.07| 5.34| .0291| 13.67| .04 |SI|

350.| 0.|3.|3.| 8042.| -1.3| 36.3|12.06| 5.55| .001 | 14.99| .002|SI|

388.| 37.|3.|3.| -520695.! -82.8!2028.6!14.07| 5.34| .0823| 13.67| .112!SI|

388.| 37.|3.|3.| 10080.! -1.6| 45.5|12.06| 5.55| .0013| 14.99| .002|SI|

> 388.| 0.|3.|3.| -452632.! -72. !1763.5!14.07| 5.34| .0696| 13.67| .095!SI|

388.| 0.|3.|3.| 97433.| -15.8| 439.9|12.06| 5.55| .0126| 14.99| .019|SI|

599.|211.|3.|3.| 154298.! -25. | 696.6|12.06| 5.55| .0199| 14.99| .03 |SI|



0.| 0.|3.|1.| 274291.! -45.8!1239.3|12.06| 5.5 | .0424| 14.92| .063|SI|

309.|309.|3.|2.| -161543.| -34.8|1427. ! 6.03| 6.13| .0408| 23.89| .097!SI|

350.|350.|3.|3.| -219860.! -35. | 856.6|14.07| 5.34| .0264| 13.67| .036|SI|

350.|350.|3.|3.| 8655.| -1.4| 39.1|12.06| 5.55| .0011| 14.99| .002|SI|

> 350.| 0.|3.|3.| -228754.| -36.4| 891.2|14.07| 5.34| .0281| 13.67| .038|SI|

350.| 0.|3.|3.| 8042.| -1.3| 36.3|12.06| 5.55| .001 | 14.99| .002|SI|

388.| 37.|3.|3.| -505779.! -80.5!1970.5!14.07| 5.34| .0795| 13.67| .109!SI|

388.| 37.|3.|3.| 10080.! -1.6| 45.5|12.06| 5.55| .0013| 14.99| .002|SI|




> 388.| 0.|3.|3.| -443972.! -70.6!1729.7!14.07| 5.34| .068 | 13.67| .093!SI|

388.| 0.|3.|3.| 97433.| -15.8| 439.9|12.06| 5.55| .0126| 14.99| .019|SI|

599.|211.|3.|3.| 151450.! -24.5| 683.7|12.06| 5.55| .0195| 14.99| .029|SI|



1|24.13|1.676|12.06| .838|3d16 +3d16 |12.06| .838|6d16 |

2|18.1 |1.257| 6.03| .419|3d16 |12.06| .838|6d16 |

3|26.14|1.815|14.07| .977|4d16 +3d16 |12.06| .838|6d16 |

MESSAGGI

23) Rapporti di snellezza limite per mensole non soddisfatti : occorre la verifica allo stato limite di deformazione [C08 4.1.2.2.2].







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A98| 3| 3| 3| 0| 570.| 545.| 14.25 |1. |1.653| 24.06 |


SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.|-1437870.!-.082! .112|-2864687.|-.35 | .757|3.| .316|1.992|SI|

0.| 0.|3.|1.| 595231.|-.024| .049| 2823771.|-.35 |2.023|3.| .148|4.744|SI|

252.|252.|3.|2.| -90688.|-.006| .012|-1911119.|-.35 |2.001|3.| .149|21.07!SI|

285.|285.|3.|2.| 1652072.!-.081| .139! 2731200.|-.35 |1.218|3.| .223|1.653!SI|

449.|449.|3.|3.| 829199.|-.033| .067| 2833162.!-.35 |2.154|3.| .14 !3.417|SI|

570.|570.|3.|3.|-1366958.|-.075| .097|-3041533.!-.35 | .653|3.| .349!2.225|SI|

570.|570.|3.|3.| 225953.|-.009| .018| 2833162.|-.35 |2.154|3.| .14 |12.54|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -1633.| 4431.| 34061.| 34059.| 1.01| 5. |1.3 |SI|

0.| 0.|3.| 21185.! 4431.| 34061.| 34059.| 1.01| 5. |1.3 |SI|




482.|482.|3.|-14085.| 8227.! 34061.| 34059.| 1.01| 5. |1.3 |SI|

570.|570.|3.|-18883.! 4431.| 34061.! 34059.! 1.01| 5. |1.3 |SI|

570.|570.|3.| 8645.| 4431.| 34061.| 34059.| 1.01| 5. |1.3 |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -1009581.! -77.7!1644.6|18.1 | 7.5 | .0629| 14.24| .09 |SI|

9.| 9.|3.|1.| -891390.| -68.6|1452. |18.1 | 7.5 | .0538| 14.24| .077|SI|

9.| 9.|3.|1.| 542236.| -31.2| 929.3|16.08| 7.5 | .0342| 11.28| .039|SI|

12.| 12.|3.|1.| -853244.| -65.7|1389.9|18.1 | 7.5 | .0508| 14.24| .072|SI|

285.|285.|3.|2.| 1159064.! -74.9|2020.6!16.08| 7.5 | .0861| 11.28| .097!SI|

570.|570.|3.|3.| -959165.| -71.7|1422.1|20.11| 7.5 | .0536| 13.57| .073|SI|

570.|570.|3.|3.| 125246.| -7. | 213.9|16.08| 7.5 | .0061| 11.28| .007|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -911855.! -70.2!1485.4|18.1 | 7.5 | .0554| 14.24| .079|SI|

9.| 9.|3.|1.| -806349.| -62.1|1313.5|18.1 | 7.5 | .0472| 14.24| .067|SI|

9.| 9.|3.|1.| 524682.| -30.2| 899.2|16.08| 7.5 | .0327| 11.28| .037|SI|

12.| 12.|3.|1.| -772297.| -59.5|1258. |18.1 | 7.5 | .0445| 14.24| .063|SI|

285.|285.|3.|2.| 1043050.! -67.4|1818.3!16.08| 7.5 | .0765| 11.28| .086!SI|

570.|570.|3.|3.| -867684.| -64.9|1286.5|20.11| 7.5 | .0471| 13.57| .064|SI|

570.|570.|3.|3.| 106057.| -5.9| 181.1|16.08| 7.5 | .0052| 11.28| .006|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -879280.! -67.7!1432.3|18.1 | 7.5 | .0528| 14.24| .075|SI|

9.| 9.|3.|1.| -777928.| -59.9|1267.2|18.1 | 7.5 | .045 | 14.24| .064|SI|

9.| 9.|3.|1.| 521877.| -30. | 894.4|16.08| 7.5 | .0325| 11.28| .037|SI|

12.| 12.|3.|1.| -745216.| -57.4|1213.9|18.1 | 7.5 | .0424| 14.24| .06 |SI|

285.|285.|3.|2.| 1006958.! -65. |1755.4!16.08| 7.5 | .0735| 11.28| .083!SI|

570.|570.|3.|3.| -837813.| -62.7|1242.2|20.11| 7.5 | .045 | 13.57| .061|SI|

570.|570.|3.|3.| 103112.| -5.8| 176.1|16.08| 7.5 | .005 | 11.28| .006|SI|



1|42.22|2.199|18.1 | .942|4d16 +2d16 +3d16 |24.13|1.257|8d16 +4d16 |

2|34.18|1.78 |10.05| .524|2d16 +3d16 |24.13|1.257|8d16 +4d16 |

3|44.23|2.304|20.11|1.047|5d16 +2d16 +3d16 |24.13|1.257|8d16 +4d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A136| 3| 3| 3| 0| 570.| 545.| 11.4 |1. |2.125| 32.109|


SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |



















FLESSIONE:


> 0.| 0.|3.|1.| -521288.|-.029| .058|-1838522.|-.35 |2.824|3.| .11 |3.527|SI|

0.| 0.|3.|1.| 332012.|-.018| .046| 1499064.|-.35 |3.618|3.| .088|4.515|SI|

171.|171.|3.|1.| 610900.|-.039| .083| 1678028.!-.35 |1.778|3.| .164!2.747|SI|

216.|216.|3.|2.| -21193.|-.001| .004|-1135260.|-.35 |3.919|3.| .082!53.57|SI|

216.|216.|3.|2.| 689551.|-.044! .096| 1478816.|-.35 |2.975|3.| .105|2.145|SI|

262.|262.|3.|3.| -30110.|-.002| .003|-2178880.!-.35 |2.36 |3.| .129|72.37!SI|

262.|262.|3.|3.| 708362.!-.037| .097! 1505103.|-.35 |3.822|3.| .084|2.125!SI|

570.|570.|3.|1.| -580346.!-.032| .065|-1838522.|-.35 |2.824|3.| .11 |3.168|SI|

570.|570.|3.|1.| 184962.|-.01 | .025| 1499064.|-.35 |3.618|3.| .088|8.105|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -1122.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

0.| 0.|3.| 9617.! 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

79.| 79.|3.| -1440.| 6466.! 28814.| 27733.| 1.01|15. |2.5 |SI|

570.|570.|3.| -7403.! 4882.| 40761.! 41600.! 1.01| 5. |1.25|SI|

570.|570.|3.| 5532.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -380324.| -29.1| 890.6|10.05| 7.5 | .029 | 13.16| .038|SI|

0.| 0.|3.|1.| 320604.| -24.9| 926.1| 8.04| 7.5 | .0281| 14.58| .041|SI|

216.|216.|3.|2.| 489675.| -42.5!1428.6| 8.04| 7.5 | .0521| 14.58| .076|SI|

262.|262.|3.|3.| 514965.! -38.1|1482. ! 8.04| 7.5 | .0546| 14.58| .08 !SI|

570.|570.|3.|1.| -380324.! -29.1| 890.6|10.05| 7.5 | .029 | 13.16| .038|SI|

570.|570.|3.|1.| 19174.| -1.5| 55.4| 8.04| 7.5 | .0016| 14.58| .002|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| > 0.| 0.|3.|1.| -314047.! -24.1| 735.4|10.05| 7.5 | .0216| 13.16| .028|SI|

0.| 0.|3.|1.| 320604.| -24.9| 926.1| 8.04| 7.5 | .0281| 14.58| .041|SI|

216.|216.|3.|2.| 392169.| -34.1!1144.1| 8.04| 7.5 | .0385| 14.58| .056|SI|

262.|262.|3.|3.| 412737.! -30.5|1187.8! 8.04| 7.5 | .0406| 14.58| .059!SI|

570.|570.|3.|1.| -313569.| -24. | 734.3|10.05| 7.5 | .0215| 13.16| .028|SI|

570.|570.|3.|1.| 19174.| -1.5| 55.4| 8.04| 7.5 | .0016| 14.58| .002|SI|



0.| 0.|3.|1.| 320604.| -24.9| 926.1| 8.04| 7.5 | .0281| 14.58| .041|SI|

216.|216.|3.|2.| 368317.| -32. !1074.6| 8.04| 7.5 | .0352| 14.58| .051|SI|

262.|262.|3.|3.| 387716.! -28.7|1115.8! 8.04| 7.5 | .0372| 14.58| .054!SI|

570.|570.|3.|1.| -313465.! -24. | 734. |10.05| 7.5 | .0215| 13.16| .028|SI|

570.|570.|3.|1.| 19174.| -1.5| 55.4| 8.04| 7.5 | .0016| 14.58| .002|SI|



1|18.1 |1.293|10.05| .718|2d16 +3d16 | 8.04| .574|4d16 |

2|14.07|1.005| 6.03| .431|3d16 | 8.04| .574|4d16 |

3|20.11|1.436|12.06| .862|3d16 +3d16 | 8.04| .574|4d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE





1| A112| 3| 3| 3| 0| 189.| 156.| 3.771|1.3|5. |102.923|

2| A106| 3| 3| 3| 0| 510.| 470.| 10.2 |1.5|1.782| 41.243|

3| A107| 3| 3| 3| 0| 335.| 295.| 6.7 |1.5|5. |115.747|

4| A108| 3| 3| 3| 0| 435.| 395.| 8.7 |1.5|3.892| 90.104|

5| A109| 3| 3| 3| 0| 543.| 503.| 10.859|1.5|2.804| 64.904|

6| A110| 3| 3| 3| 0| 492.| 452.| 9.841|1.5|5. |115.747|

7| A111| 3| 3| 3| 0| 540.| 500.| 10.8 |1.3|5. |100.314|


SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -169900.|-.01 | .024|-1478816.|-.35 |2.975|3.| .105|8.704|SI|

0.| 0.|3.|1.| 126263.!-.008| .023| 1135260.|-.35 |3.919|3.| .082|8.991|SI|

71.| 71.|3.|2.| -95971.|-.005| .008|-2435925.!-.35 |1.261|3.| .217!25.38|SI|

71.| 71.|3.|2.| 55498.|-.003| .01 | 1144841.|-.35 |4.366|3.| .074!20.63|SI|

148.|148.|3.|3.| 23722.|-.001| .002| 2198203.!-.35 |2.72 |3.| .114|92.67!SI|

189.|189.|3.|3.| -294302.!-.014! .032!-1861687.|-.35 |3.406|3.| .093|6.326!SI|

189.|189.|3.|3.| 27315.|-.001| .003| 2198203.|-.35 |2.72 |3.| .114|80.48|SI|

> 189.| 0.|3.|3.| -598456.|-.029| .066|-1861687.|-.35 |3.406|3.| .093|3.111|SI|

189.| 0.|3.|3.| 216186.|-.011| .02 | 2198203.!-.35 |2.72 |3.| .114|10.17|SI|

401.|212.|3.|5.| -964.|0. |0. |-1129007.|-.35 |3.639|3.| .088|1171.!SI|

401.|212.|3.|5.| 617398.|-.043! .113| 1129007.|-.35 |3.639|3.| .088|1.829|SI|

444.|255.|3.|6.| -9243.|0. | .001|-2136872.!-.35 |1.746|3.| .167!231.2|SI|

444.|255.|3.|6.| 641311.!-.037| .116! 1142550.|-.35 |4.258|3.| .076!1.782!SI|

699.|510.|3.|8.| -675934.!-.033| .075|-1861687.|-.35 |3.406|3.| .093|2.754|SI|

699.|510.|3.|8.| 95865.|-.005| .009| 2198203.|-.35 |2.72 |3.| .114|22.93|SI|

> 699.| 0.|3.|8.| -450665.!-.022! .05 !-1861687.|-.35 |3.406|3.| .093|4.131!SI|

699.| 0.|3.|8.| 277618.!-.014| .026| 2198203.!-.35 |2.72 |3.| .114|7.918|SI|

866.|168.|3.|6.| -18282.|-.001| .002|-2136872.!-.35 |1.746|3.| .167!116.9!SI|

866.|168.|3.|6.| 224511.|-.013| .041| 1142550.|-.35 |4.258|3.| .076!5.089|SI|

1034.|335.|3.|8.| -319005.|-.016| .035|-1861687.|-.35 |3.406|3.| .093|5.836|SI|

1034.|335.|3.|8.| 113393.|-.005| .011| 2198203.|-.35 |2.72 |3.| .114|19.39|SI|

>1034.| 0.|3.|8.| -300121.|-.015| .033|-1861687.|-.35 |3.406|3.| .093|6.203|SI|

1034.| 0.|3.|8.| 229623.|-.011| .021| 2198203.!-.35 |2.72 |3.| .114|9.573|SI|

1207.|173.|3.|5.| -7540.|-.001| .001|-1129007.|-.35 |3.639|3.| .088|149.7!SI|

1207.|173.|3.|5.| 290683.|-.02 | .053! 1129007.|-.35 |3.639|3.| .088|3.884!SI|

1251.|217.|3.|6.| -17109.|-.001| .002|-2136872.!-.35 |1.746|3.| .167!124.9|SI|

1251.|217.|3.|6.| 293544.!-.017| .053| 1142550.|-.35 |4.258|3.| .076!3.892|SI|

1469.|435.|3.|8.| -455000.!-.022! .05 |-1861687.|-.35 |3.406|3.| .093|4.092|SI|

1469.|435.|3.|8.| 149657.|-.007| .014| 2198203.|-.35 |2.72 |3.| .114|14.69|SI|

>1469.| 0.|3.|8.| -485109.!-.024| .054|-1861687.|-.35 |3.406|3.| .093|3.838|SI|

1469.| 0.|3.|8.| 244717.|-.012| .023| 2198203.!-.35 |2.72 |3.| .114|8.983|SI|

1694.|225.|3.|5.| -7356.|0. | .001|-1129007.|-.35 |3.639|3.| .088|153.5!SI|

1740.|271.|3.|6.| -14667.|-.001| .001|-2136872.!-.35 |1.746|3.| .167!145.7|SI|

1740.|271.|3.|6.| 407515.!-.023| .074! 1142550.|-.35 |4.258|3.| .076!2.804!SI|

1786.|318.|3.|5.| 390982.|-.027! .072| 1129007.|-.35 |3.639|3.| .088|2.888|SI|

2012.|543.|3.|8.| -433501.|-.021| .048|-1861687.|-.35 |3.406|3.| .093|4.295|SI|

2012.|543.|3.|8.| 112057.|-.005| .01 | 2198203.|-.35 |2.72 |3.| .114|19.62|SI|

>2012.| 0.|3.|8.| -304918.!-.015! .034!-1861687.|-.35 |3.406|3.| .093|6.106!SI|

2012.| 0.|3.|8.| 141415.!-.007| .013| 2198203.!-.35 |2.72 |3.| .114|15.54|SI|

2235.|223.|3.|6.| -46059.|-.002| .004|-2136872.!-.35 |1.746|3.| .167!46.39|SI|

2235.|223.|3.|6.| 33346.|-.002| .006| 1142550.|-.35 |4.258|3.| .076!34.26|SI|

2280.|269.|3.|6.| -26266.|-.001| .002|-2136872.|-.35 |1.746|3.| .167|81.36!SI|

2504.|492.|3.|8.| -159318.|-.008| .018|-1861687.|-.35 |3.406|3.| .093|11.69|SI|

2504.|492.|3.|8.| 124958.|-.006| .012| 2198203.|-.35 |2.72 |3.| .114|17.59|SI|

>2504.| 0.|3.|8.| -197730.|-.01 | .022|-1861687.|-.35 |3.406|3.| .093|9.415|SI|

2504.| 0.|3.|8.| 152539.|-.007| .014| 2198203.!-.35 |2.72 |3.| .114|14.41|SI|

2728.|224.|3.|5.| -25291.|-.002| .005|-1129007.|-.35 |3.639|3.| .088|44.64!SI|

2774.|270.|3.|6.| -52165.|-.003| .005|-2136872.!-.35 |1.746|3.| .167!40.96|SI|

2774.|270.|3.|6.| 91408.|-.005| .017| 1142550.|-.35 |4.258|3.| .076!12.5 |SI|

3003.|500.|3.|7.| -261476.!-.015! .029|-1819588.|-.35 |2.407|3.| .127|6.959|SI|

3003.|500.|3.|7.| 188432.!-.011| .034! 1139501.|-.35 |4.115|3.| .078|6.047!SI|

3044.|540.|3.|7.| -112626.|-.006| .013|-1819588.|-.35 |2.407|3.| .127|16.16|SI|

VERIFICHE A TAGLIO




TAGLIO:


> 0.| 0.|3.|-13123.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

0.| 0.|3.| 20243.! 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

148.|148.|3.|-13189.| 5875.! 41780.| 66560.| 2.01| 5. |1. |SI|

189.|189.|3.|-13189.! 4882.| 41780.! 66560.! 2.01| 5. |1. |SI|

189.|189.|3.| 20111.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

> 189.| 0.|3.| -2731.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

189.| 0.|3.| 13620.! 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

229.| 40.|3.| -3168.| 5875.! 41780.| 66560.| 2.01| 5. |1. |SI|

699.|510.|3.| -9379.! 4882.| 41780.! 66560.! 2.01| 5. |1. |SI|

699.|510.|3.| 8233.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

> 699.| 0.|3.| -8216.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

699.| 0.|3.| 16453.! 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

739.| 40.|3.| -8652.| 5875.! 41780.| 66560.| 2.01| 5. |1. |SI|

1034.|335.|3.|-11624.! 4882.| 41780.! 66560.! 2.01| 5. |1. |SI|

1034.|335.|3.| 12614.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

>1034.| 0.|3.| -6327.| 4882.| 39966.| 40844.| 2.01|11. |1.35|SI|

1034.| 0.|3.| 12680.! 4882.| 39966.| 40844.| 2.01|11. |1.35|SI|

1074.| 40.|3.| -6671.| 5875.! 39966.| 40844.| 2.01|11. |1.35|SI|

1469.|435.|3.| -9000.! 4882.| 41780.! 66560.! 2.01| 5. |1. |SI|

1469.|435.|3.| 9667.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

>1469.| 0.|3.| -4044.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

1469.| 0.|3.| 11161.! 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

1509.| 40.|3.| -4298.| 5875.! 41780.| 66560.| 2.01| 5. |1. |SI|

2012.|543.|3.| -7225.! 4882.| 41780.! 66560.! 2.01| 5. |1. |SI|

2012.|543.|3.| 7730.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

>2012.| 0.|3.| -6891.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

2012.| 0.|3.| 9681.! 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

2052.| 40.|3.| -6962.| 5875.! 41780.| 66560.| 2.01| 5. |1. |SI|

2504.|492.|3.| -7898.! 4882.| 41780.! 66560.! 2.01| 5. |1. |SI|

2504.|492.|3.| 8603.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

>2504.| 0.|3.| -6473.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

2504.| 0.|3.| 6583.! 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|

2544.| 40.|3.| -6531.| 5875.! 41780.| 66560.| 2.01| 5. |1. |SI|

3044.|540.|3.| -7158.! 4882.| 41780.! 66560.! 2.01| 5. |1. |SI|

3044.|540.|3.| 5840.| 4882.| 41780.| 66560.| 2.01| 5. |1. |SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| 0.| 0.|3.|1.| 126263.! -11.4| 483.7| 6.03| 7.5 | .0138| 16.95| .023!SI|

12.| 12.|3.|1.| -40285.| -3.5| 117.5| 8.04| 7.5 | .0034| 14.58| .005|SI|

189.|189.|3.|3.| -214908.! -14.9! 498.4!10.05| 7.5 | .0142| 13.16| .019|SI|

189.|189.|3.|3.| 27315.| -1.9| 53.4|12.06| 7.5 | .0015| 12.21| .002|SI|

> 189.| 0.|3.|3.| -422694.| -29.2| 980.3|10.05| 7.5 | .0332| 13.16| .044|SI|

189.| 0.|3.|3.| 193329.| -13.3| 378. |12.06| 7.5 | .0108| 12.21| .013|SI|

401.|212.|3.|5.| 426570.| -40.7!1641.5| 6.03| 7.5 | .0579| 16.95| .098|SI|

444.|255.|3.|6.| 460406.! -37.3|1752.4! 6.03| 7.5 | .0632| 16.95| .107!SI|

699.|510.|3.|8.| -483067.! -33.4|1120.3|10.05| 7.5 | .0399| 13.16| .053|SI|

699.|510.|3.|8.| 69984.| -4.8| 136.8|12.06| 7.5 | .0039| 12.21| .005|SI|

> 699.| 0.|3.|8.| -322176.! -22.3! 747.2!10.05| 7.5 | .0221| 13.16| .029!SI|

699.| 0.|3.|8.| 197428.! -13.6| 386. |12.06| 7.5 | .011 | 12.21| .013|SI|

1034.|335.|3.|8.| -211031.| -14.6| 489.4|10.05| 7.5 | .014 | 13.16| .018|SI|

1034.|335.|3.|8.| 29216.| -2. | 57.1|12.06| 7.5 | .0016| 12.21| .002|SI|

>1034.| 0.|3.|8.| -188159.| -13. | 436.4|10.05| 7.5 | .0125| 13.16| .016|SI|

1034.| 0.|3.|8.| 204607.| -14.1| 400.1|12.06| 7.5 | .0114| 12.21| .014|SI|

1251.|217.|3.|6.| 211897.! -17.2| 806.5! 6.03| 7.5 | .023 | 16.95| .039!SI|

1469.|435.|3.|8.| -326517.! -22.6! 757.3|10.05| 7.5 | .0226| 13.16| .03 |SI|

1469.|435.|3.|8.| 109550.| -7.5| 214.2|12.06| 7.5 | .0061| 12.21| .007|SI|

>1469.| 0.|3.|8.| -346312.! -23.9| 803.2|10.05| 7.5 | .0248| 13.16| .033|SI|

1469.| 0.|3.|8.| 213662.| -14.7| 417.8|12.06| 7.5 | .0119| 12.21| .015|SI|

1740.|271.|3.|6.| 294872.! -23.9|1122.4! 6.03| 7.5 | .0332| 16.95| .056!SI|

1786.|318.|3.|5.| 272828.| -26.1!1049.9| 6.03| 7.5 | .03 | 16.95| .051|SI|

2012.|543.|3.|8.| -308291.| -21.3| 715. |10.05| 7.5 | .0206| 13.16| .027|SI|

2012.|543.|3.|8.| 75709.| -5.2| 148. |12.06| 7.5 | .0042| 12.21| .005|SI|

>2012.| 0.|3.|8.| -191687.! -13.3! 444.6!10.05| 7.5 | .0127| 13.16| .017|SI|

2012.| 0.|3.|8.| 141415.! -9.7| 276.5|12.06| 7.5 | .0079| 12.21| .01 |SI|

2098.| 86.|3.|7.| 93158.| -7.9| 355.6| 6.03| 7.5 | .0102| 16.95| .017!SI|

2504.|492.|3.|8.| -129149.| -8.9| 299.5|10.05| 7.5 | .0086| 13.16| .011|SI|

2504.|492.|3.|8.| 11990.| -.8| 23.4|12.06| 7.5 | .0007| 12.21| .001|SI|

>2504.| 0.|3.|8.| -34331.| -2.4| 79.6|10.05| 7.5 | .0023| 13.16| .003|SI|

2504.| 0.|3.|8.| 152539.! -10.5| 298.3|12.06| 7.5 | .0085| 12.21| .01 |SI|

2865.|362.|3.|5.| -121926.| -11.6| 469.2| 6.03| 7.5 | .0134| 16.95| .023!SI|

3003.|500.|3.|7.| -226472.! -18.3! 533.6!10.05| 7.5 | .0152| 13.16| .02 |SI|

3044.|540.|3.|7.| -29871.| -2.4| 70.4|10.05| 7.5 | .002 | 13.16| .003|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| 0.| 0.|3.|1.| 126263.! -11.4| 483.7! 6.03| 7.5 | .0138| 16.95| .023!SI|

12.| 12.|3.|1.| -32846.| -2.9| 95.8| 8.04| 7.5 | .0027| 14.58| .004|SI|

189.|189.|3.|3.| -165281.! -11.4! 383.3|10.05| 7.5 | .011 | 13.16| .014|SI|

189.|189.|3.|3.| 27315.| -1.9| 53.4|12.06| 7.5 | .0015| 12.21| .002|SI|

> 189.| 0.|3.|3.| -345450.| -23.9| 801.2|10.05| 7.5 | .0247| 13.16| .033|SI|

189.| 0.|3.|3.| 182683.| -12.6| 357.2|12.06| 7.5 | .0102| 12.21| .012|SI|

401.|212.|3.|5.| 345699.| -33. !1330.3| 6.03| 7.5 | .0431| 16.95| .073|SI|

444.|255.|3.|6.| 373279.! -30.2|1420.8! 6.03| 7.5 | .0474| 16.95| .08 !SI|

699.|510.|3.|8.| -393714.! -27.2| 913.1|10.05| 7.5 | .03 | 13.16| .04 |SI|

699.|510.|3.|8.| 57826.| -4. | 113.1|12.06| 7.5 | .0032| 12.21| .004|SI|

> 699.| 0.|3.|8.| -256107.! -17.7! 594. !10.05| 7.5 | .017 | 13.16| .022!SI|

699.| 0.|3.|8.| 160713.! -11.1| 314.3|12.06| 7.5 | .009 | 12.21| .011|SI|

1034.|335.|3.|8.| -178247.| -12.3| 413.4|10.05| 7.5 | .0118| 13.16| .016|SI|

1034.|335.|3.|8.| 5096.| -.4| 10. |12.06| 7.5 | .0003| 12.21| 0. |SI|

>1034.| 0.|3.|8.| -156770.| -10.8| 363.6|10.05| 7.5 | .0104| 13.16| .014|SI|

1034.| 0.|3.|8.| 173644.! -12. | 339.5|12.06| 7.5 | .0097| 12.21| .012|SI|

1251.|217.|3.|6.| 149508.| -12.1| 569.1| 6.03| 7.5 | .0163| 16.95| .028!SI|

1469.|435.|3.|8.| -268830.! -18.6! 623.5!10.05| 7.5 | .0178| 13.16| .023|SI|

1469.|435.|3.|8.| 58382.| -4. | 114.2|12.06| 7.5 | .0033| 12.21| .004|SI|

>1469.| 0.|3.|8.| -288292.! -19.9| 668.6|10.05| 7.5 | .0191| 13.16| .025|SI|

1469.| 0.|3.|8.| 200116.| -13.8| 391.3|12.06| 7.5 | .0112| 12.21| .014|SI|

1740.|271.|3.|6.| 243762.! -19.7| 927.8! 6.03| 7.5 | .0265| 16.95| .045!SI|

1786.|318.|3.|5.| 224932.| -21.5! 865.6| 6.03| 7.5 | .0247| 16.95| .042|SI|

2012.|543.|3.|8.| -264767.| -18.3| 614. |10.05| 7.5 | .0175| 13.16| .023|SI|




2012.|543.|3.|8.| 64990.| -4.5| 127.1|12.06| 7.5 | .0036| 12.21| .004|SI|

>2012.| 0.|3.|8.| -168116.! -11.6! 389.9!10.05| 7.5 | .0111| 13.16| .015|SI|

2012.| 0.|3.|8.| 141415.! -9.7| 276.5|12.06| 7.5 | .0079| 12.21| .01 |SI|

2098.| 86.|3.|7.| 93158.| -7.9| 355.6| 6.03| 7.5 | .0102| 16.95| .017!SI|

2504.|492.|3.|8.| -129149.| -8.9| 299.5|10.05| 7.5 | .0086| 13.16| .011|SI|

2504.|492.|3.|8.| 11990.| -.8| 23.4|12.06| 7.5 | .0007| 12.21| .001|SI|

>2504.| 0.|3.|8.| -34331.| -2.4| 79.6|10.05| 7.5 | .0023| 13.16| .003|SI|

2504.| 0.|3.|8.| 152539.! -10.5| 298.3|12.06| 7.5 | .0085| 12.21| .01 |SI|

2865.|362.|3.|5.| -121926.| -11.6| 469.2| 6.03| 7.5 | .0134| 16.95| .023!SI|

3003.|500.|3.|7.| -226472.! -18.3! 533.6!10.05| 7.5 | .0152| 13.16| .02 |SI|

3044.|540.|3.|7.| -29871.| -2.4| 70.4|10.05| 7.5 | .002 | 13.16| .003|SI|


Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| 0.| 0.|3.|1.| 126263.! -11.4! 483.7! 6.03| 7.5 | .0138| 16.95| .023!SI|

12.| 12.|3.|1.| -32084.| -2.8| 93.6| 8.04| 7.5 | .0027| 14.58| .004|SI|

189.|189.|3.|3.| -153534.! -10.6| 356.1|10.05| 7.5 | .0102| 13.16| .013|SI|

189.|189.|3.|3.| 27315.| -1.9| 53.4|12.06| 7.5 | .0015| 12.21| .002|SI|

> 189.| 0.|3.|3.| -326171.| -22.5| 756.5|10.05| 7.5 | .0226| 13.16| .03 |SI|

189.| 0.|3.|3.| 180026.| -12.4| 352. |12.06| 7.5 | .0101| 12.21| .012|SI|

401.|212.|3.|5.| 325470.| -31.1!1252.5| 6.03| 7.5 | .0394| 16.95| .067|SI|

444.|255.|3.|6.| 351490.! -28.5|1337.9! 6.03| 7.5 | .0435| 16.95| .074!SI|

699.|510.|3.|8.| -371361.! -25.7| 861.3|10.05| 7.5 | .0276| 13.16| .036|SI|

699.|510.|3.|8.| 54784.| -3.8| 107.1|12.06| 7.5 | .0031| 12.21| .004|SI|

> 699.| 0.|3.|8.| -240030.! -16.6! 556.7!10.05| 7.5 | .0159| 13.16| .021!SI|

699.| 0.|3.|8.| 160713.! -11.1| 314.3|12.06| 7.5 | .009 | 12.21| .011|SI|

1034.|335.|3.|8.| -169932.| -11.7| 394.1|10.05| 7.5 | .0113| 13.16| .015|SI|

1034.|335.|3.|8.| 5096.| -.4| 10. |12.06| 7.5 | .0003| 12.21| 0. |SI|

>1034.| 0.|3.|8.| -148997.| -10.3| 345.6|10.05| 7.5 | .0099| 13.16| .013|SI|

1034.| 0.|3.|8.| 165004.! -11.4| 322.6|12.06| 7.5 | .0092| 12.21| .011|SI|

1251.|217.|3.|6.| 132787.| -10.8| 505.4| 6.03| 7.5 | .0144| 16.95| .024!SI|

1469.|435.|3.|8.| -254337.! -17.6! 589.9!10.05| 7.5 | .0169| 13.16| .022|SI|

1469.|435.|3.|8.| 44244.| -3. | 86.5|12.06| 7.5 | .0025| 12.21| .003|SI|

>1469.| 0.|3.|8.| -273820.! -18.9| 635. |10.05| 7.5 | .0181| 13.16| .024|SI|

1469.| 0.|3.|8.| 196738.| -13.6| 384.7|12.06| 7.5 | .011 | 12.21| .013|SI|

1740.|271.|3.|6.| 231080.! -18.7| 879.5! 6.03| 7.5 | .0251| 16.95| .043!SI|

1786.|318.|3.|5.| 213075.| -20.3! 819.9| 6.03| 7.5 | .0234| 16.95| .04 |SI|

2012.|543.|3.|8.| -253647.| -17.5| 588.3|10.05| 7.5 | .0168| 13.16| .022|SI|

2012.|543.|3.|8.| 62251.| -4.3| 121.7|12.06| 7.5 | .0035| 12.21| .004|SI|

>2012.| 0.|3.|8.| -162338.! -11.2! 376.5!10.05| 7.5 | .0108| 13.16| .014|SI|

2012.| 0.|3.|8.| 141415.! -9.7| 276.5|12.06| 7.5 | .0079| 12.21| .01 |SI|

2098.| 86.|3.|7.| 93158.| -7.9| 355.6| 6.03| 7.5 | .0102| 16.95| .017!SI|

2504.|492.|3.|8.| -129149.| -8.9| 299.5|10.05| 7.5 | .0086| 13.16| .011|SI|

2504.|492.|3.|8.| 11990.| -.8| 23.4|12.06| 7.5 | .0007| 12.21| .001|SI|

>2504.| 0.|3.|8.| -34331.| -2.4| 79.6|10.05| 7.5 | .0023| 13.16| .003|SI|

2504.| 0.|3.|8.| 152539.! -10.5| 298.3|12.06| 7.5 | .0085| 12.21| .01 |SI|

2865.|362.|3.|5.| -121926.| -11.6| 469.2| 6.03| 7.5 | .0134| 16.95| .023!SI|

3003.|500.|3.|7.| -226472.! -18.3! 533.6!10.05| 7.5 | .0152| 13.16| .02 |SI|

3044.|540.|3.|7.| -29871.| -2.4| 70.4|10.05| 7.5 | .002 | 13.16| .003|SI|



1|14.07|1.005| 8.04| .574|2d16 +2d16 | 6.03| .431|3d16 |

2|20.11|1.436|14.07|1.005|2d16 +3d16 +2d16 | 6.03| .431|3d16 |

3|22.12|1.58 |10.05| .718|3d16 +2d16 |12.06| .862|3d16 +3d16 |

4|16.08|1.149|10.05| .718|3d16 +2d16 | 6.03| .431|3d16 |

5|12.06| .862| 6.03| .431|3d16 | 6.03| .431|3d16 |

6|18.1 |1.293|12.06| .862|3d16 +3d16 | 6.03| .431|3d16 |

7|16.08|1.149|10.05| .718|2d16 +3d16 | 6.03| .431|3d16 |

8|22.12|1.58 |10.05| .718|2d16 +3d16 |12.06| .862|3d16 +3d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A130| 3| 3| 3| 0| 340.| 300.| 6.795|1.3|2.487| 48.012|

2| A131| 3| 3| 3| 0| 426.| 386.| 8.515|1.5|5. |115.747|

3| A132| 3| 3| 3| 0| 330.| 290.| 6.603|1.5|5. |115.747|

4| A133| 3| 3| 3| 0| 219.| 179.| 4.371|1.3|2.991| 58.757|


SLU |












SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 0.| 0.|3.|1.| -407785.!-.024| .046|-1819588.|-.35 |2.407|3.| .127|4.462|SI|

0.| 0.|3.|1.| 458158.!-.028! .083! 1139501.|-.35 |4.115|3.| .078|2.487!SI|

170.|170.|3.|2.| -81262.|-.004| .006|-2722838.!-.35 | .956|3.| .268!33.51!SI|

170.|170.|3.|2.| 130686.|-.007| .024| 1146624.|-.35 |4.451|3.| .073!8.774|SI|

299.|299.|3.|3.| 199275.|-.01 | .019| 2198203.!-.35 |2.72 |3.| .114|11.03|SI|

340.|340.|3.|3.| -404372.|-.02 | .045|-1861687.|-.35 |3.406|3.| .093|4.604|SI|

340.|340.|3.|3.| 223097.|-.011| .021| 2198203.|-.35 |2.72 |3.| .114|9.853|SI|

> 340.| 0.|3.|3.| -349177.!-.017! .039|-1861687.|-.35 |3.406|3.| .093|5.332|SI|

340.| 0.|3.|3.| 222046.|-.011| .021| 2198203.!-.35 |2.72 |3.| .114|9.9 |SI|

553.|213.|3.|5.| -26099.|-.001| .002|-2136872.!-.35 |1.746|3.| .167!81.87!SI|

553.|213.|3.|5.| 69493.|-.004| .013| 1142550.|-.35 |4.258|3.| .076!16.44|SI|

681.|342.|3.|6.| 222637.|-.013| .04 ! 1139501.|-.35 |4.115|3.| .078|5.118!SI|

744.|405.|3.|7.| 280891.!-.014| .026| 2198203.|-.35 |2.72 |3.| .114|7.826|SI|

765.|426.|3.|7.| -238855.|-.012| .026|-1861687.|-.35 |3.406|3.| .093|7.794|SI|

765.|426.|3.|7.| 280891.|-.014| .026| 2198203.|-.35 |2.72 |3.| .114|7.826|SI|

> 765.| 0.|3.|7.| -257107.|-.013| .028|-1861687.|-.35 |3.406|3.| .093|7.241|SI|

765.| 0.|3.|7.| 291828.!-.014| .027| 2198203.!-.35 |2.72 |3.| .114|7.533|SI|

931.|165.|3.|5.| -43389.|-.002| .004|-2136872.!-.35 |1.746|3.| .167!49.25!SI|

931.|165.|3.|5.| 56567.|-.003| .01 | 1142550.|-.35 |4.258|3.| .076!20.2 |SI|

1096.|330.|3.|3.| -348681.!-.017! .038!-1861687.|-.35 |3.406|3.| .093|5.339!SI|

1096.|330.|3.|3.| 231549.|-.011| .022| 2198203.|-.35 |2.72 |3.| .114|9.493|SI|

>1096.| 0.|3.|3.| -284366.|-.014| .031|-1861687.|-.35 |3.406|3.| .093|6.547|SI|

1096.| 0.|3.|3.| 259438.|-.013| .024| 2198203.!-.35 |2.72 |3.| .114|8.473|SI|

1171.| 75.|3.|8.| -132136.|-.007| .011|-2435925.!-.35 |1.261|3.| .217!18.44|SI|

1171.| 75.|3.|8.| 107630.|-.006| .019| 1144841.|-.35 |4.366|3.| .074!10.64|SI|

1205.|109.|3.|8.| -126892.|-.007| .01 |-2435925.|-.35 |1.261|3.| .217|19.2 !SI|

1293.|197.|3.|9.| 379577.!-.024! .069! 1135260.|-.35 |3.919|3.| .082|2.991!SI|

1314.|219.|3.|9.| -386109.!-.024| .054|-1478816.|-.35 |2.975|3.| .105|3.83 |SI|

1314.|219.|3.|9.| 379577.|-.024| .069| 1135260.|-.35 |3.919|3.| .082|2.991|SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -7456.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

0.| 0.|3.| 13275.! 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

84.| 84.|3.| -7585.| 5875.! 28814.| 27733.| 1.01|15. |2.5 |SI|

340.|340.|3.| -7586.! 4882.| 40761.! 41600.! 1.01| 5. |1.25|SI|

340.|340.|3.| 13073.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

> 340.| 0.|3.| -8105.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

340.| 0.|3.| 11038.! 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

381.| 41.|3.| -8179.| 5875.! 40761.| 41600.| 1.01| 5. |1.25|SI|

765.|426.|3.| -8958.! 4882.| 40761.! 41600.! 1.01| 5. |1.25|SI|

765.|426.|3.| 10114.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

> 765.| 0.|3.|-11285.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

765.| 0.|3.| 13378.! 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

807.| 41.|3.|-11359.| 5875.! 40761.| 41600.| 1.01| 5. |1.25|SI|

1096.|330.|3.|-11511.! 4882.| 40761.! 41600.! 1.01| 5. |1.25|SI|

1096.|330.|3.| 13082.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

>1096.| 0.|3.|-15492.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

1096.| 0.|3.| 15116.! 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

1137.| 41.|3.|-15544.| 5875.! 40761.| 41600.| 1.01| 5. |1.25|SI|

1314.|219.|3.|-15570.! 4882.| 40761.! 41600.! 1.01| 5. |1.25|SI|

1314.|219.|3.| 14969.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|




0.| 0.|3.|1.| 378809.! -32.3!1446. ! 6.03| 7.5 | .0486| 16.95| .082!SI|

20.| 20.|3.|1.| -40390.| -3.3| 95.2|10.05| 7.5 | .0027| 13.16| .004|SI|

20.| 20.|3.|1.| 340013.| -29. |1297.9| 6.03| 7.5 | .0416| 16.95| .07 |SI|

340.|340.|3.|3.| -260847.! -18. | 605. |10.05| 7.5 | .0173| 13.16| .023|SI|

340.|340.|3.|3.| 33298.| -2.3| 65.1|12.06| 7.5 | .0019| 12.21| .002|SI|

> 340.| 0.|3.|3.| -113324.| -7.8| 262.8|10.05| 7.5 | .0075| 13.16| .01 |SI|

340.| 0.|3.|3.| 222046.! -15.3! 434.2|12.06| 7.5 | .0124| 12.21| .015|SI|

424.| 84.|3.|1.| 132890.| -11.3| 507.3| 6.03| 7.5 | .0145| 16.95| .025!SI|

765.|426.|3.|7.| -218787.! -15.1| 507.4!10.05| 7.5 | .0145| 13.16| .019|SI|

765.|426.|3.|7.| 29999.| -2.1| 58.7|12.06| 7.5 | .0017| 12.21| .002|SI|




> 765.| 0.|3.|7.| -25805.| -1.8| 59.8|10.05| 7.5 | .0017| 13.16| .002|SI|

765.| 0.|3.|7.| 231678.! -16. ! 453. |12.06| 7.5 | .0129| 12.21| .016|SI|

848.| 82.|3.|6.| 113269.| -9.7| 432.4| 6.03| 7.5 | .0124| 16.95| .021!SI|

1096.|330.|3.|3.| -228065.! -15.8| 528.9!10.05| 7.5 | .0151| 13.16| .02 |SI|

1096.|330.|3.|3.| 31463.| -2.2| 61.5|12.06| 7.5 | .0018| 12.21| .002|SI|

>1096.| 0.|3.|3.| -27064.| -1.9| 62.8|10.05| 7.5 | .0018| 13.16| .002|SI|

1096.| 0.|3.|3.| 248900.! -17.2| 486.7|12.06| 7.5 | .0139| 12.21| .017|SI|

1314.|219.|3.|9.| -308920.! -26.8! 901.3! 8.04| 7.5 | .0269| 14.58| .039!SI|

1314.|219.|3.|9.| 38669.| -3.5| 148.1| 6.03| 7.5 | .0042| 16.95| .007|SI|



0.| 0.|3.|1.| 378809.! -32.3!1446. ! 6.03| 7.5 | .0486| 16.95| .082!SI|

20.| 20.|3.|1.| -40390.| -3.3| 95.2|10.05| 7.5 | .0027| 13.16| .004|SI|

20.| 20.|3.|1.| 340013.| -29. |1297.9| 6.03| 7.5 | .0416| 16.95| .07 |SI|

340.|340.|3.|3.| -260847.! -18. | 605. |10.05| 7.5 | .0173| 13.16| .023|SI|

340.|340.|3.|3.| 33298.| -2.3| 65.1|12.06| 7.5 | .0019| 12.21| .002|SI|

> 340.| 0.|3.|3.| -103542.| -7.2| 240.1|10.05| 7.5 | .0069| 13.16| .009|SI|

340.| 0.|3.|3.| 222046.! -15.3! 434.2|12.06| 7.5 | .0124| 12.21| .015|SI|

424.| 84.|3.|1.| 132890.| -11.3| 507.3| 6.03| 7.5 | .0145| 16.95| .025!SI|

765.|426.|3.|7.| -218787.! -15.1| 507.4!10.05| 7.5 | .0145| 13.16| .019|SI|

765.|426.|3.|7.| 23849.| -1.6| 46.6|12.06| 7.5 | .0013| 12.21| .002|SI|

> 765.| 0.|3.|7.| -25805.| -1.8| 59.8|10.05| 7.5 | .0017| 13.16| .002|SI|

765.| 0.|3.|7.| 231678.! -16. ! 453. |12.06| 7.5 | .0129| 12.21| .016|SI|

848.| 82.|3.|6.| 113269.| -9.7| 432.4| 6.03| 7.5 | .0124| 16.95| .021!SI|

1096.|330.|3.|3.| -228065.! -15.8| 528.9!10.05| 7.5 | .0151| 13.16| .02 |SI|

1096.|330.|3.|3.| 31463.| -2.2| 61.5|12.06| 7.5 | .0018| 12.21| .002|SI|

>1096.| 0.|3.|3.| -26475.| -1.8| 61.4|10.05| 7.5 | .0018| 13.16| .002|SI|

1096.| 0.|3.|3.| 248900.! -17.2| 486.7|12.06| 7.5 | .0139| 12.21| .017|SI|

1314.|219.|3.|9.| -308920.! -26.8! 901.3! 8.04| 7.5 | .0269| 14.58| .039!SI|

1314.|219.|3.|9.| 38669.| -3.5| 148.1| 6.03| 7.5 | .0042| 16.95| .007|SI|



0.| 0.|3.|1.| 378809.! -32.3!1446. ! 6.03| 7.5 | .0486| 16.95| .082!SI|

20.| 20.|3.|1.| -40390.| -3.3| 95.2|10.05| 7.5 | .0027| 13.16| .004|SI|

20.| 20.|3.|1.| 340013.| -29. |1297.9| 6.03| 7.5 | .0416| 16.95| .07 |SI|

340.|340.|3.|3.| -260847.! -18. | 605. |10.05| 7.5 | .0173| 13.16| .023|SI|

340.|340.|3.|3.| 33298.| -2.3| 65.1|12.06| 7.5 | .0019| 12.21| .002|SI|

> 340.| 0.|3.|3.| -100937.| -7. | 234.1|10.05| 7.5 | .0067| 13.16| .009|SI|

340.| 0.|3.|3.| 222046.! -15.3! 434.2|12.06| 7.5 | .0124| 12.21| .015|SI|

424.| 84.|3.|1.| 132890.| -11.3| 507.3| 6.03| 7.5 | .0145| 16.95| .025!SI|

765.|426.|3.|7.| -218787.! -15.1| 507.4!10.05| 7.5 | .0145| 13.16| .019|SI|

765.|426.|3.|7.| 23849.| -1.6| 46.6|12.06| 7.5 | .0013| 12.21| .002|SI|

> 765.| 0.|3.|7.| -25805.| -1.8| 59.8|10.05| 7.5 | .0017| 13.16| .002|SI|

765.| 0.|3.|7.| 231678.! -16. ! 453. |12.06| 7.5 | .0129| 12.21| .016|SI|

848.| 82.|3.|6.| 113269.| -9.7| 432.4| 6.03| 7.5 | .0124| 16.95| .021!SI|

1096.|330.|3.|3.| -228065.! -15.8| 528.9!10.05| 7.5 | .0151| 13.16| .02 |SI|

1096.|330.|3.|3.| 31463.| -2.2| 61.5|12.06| 7.5 | .0018| 12.21| .002|SI|

>1096.| 0.|3.|3.| -26348.| -1.8| 61.1|10.05| 7.5 | .0017| 13.16| .002|SI|

1096.| 0.|3.|3.| 248900.! -17.2| 486.7|12.06| 7.5 | .0139| 12.21| .017|SI|

1314.|219.|3.|9.| -308920.! -26.8! 901.3! 8.04| 7.5 | .0269| 14.58| .039!SI|

1314.|219.|3.|9.| 38669.| -3.5| 148.1| 6.03| 7.5 | .0042| 16.95| .007|SI|



1|16.08|1.149|10.05| .718|3d16 +2d16 | 6.03| .431|3d16 |

2|22.12|1.58 |16.08|1.149|3d16 +3d16 +2d16 | 6.03| .431|3d16 |

3|22.12|1.58 |10.05| .718|3d16 +2d16 |12.06| .862|3d16 +3d16 |

4|12.06| .862| 6.03| .431|3d16 | 6.03| .431|3d16 |

5|18.1 |1.293|12.06| .862|3d16 +3d16 | 6.03| .431|3d16 |

6|16.08|1.149|10.05| .718|2d16 +3d16 | 6.03| .431|3d16 |

7|22.12|1.58 |10.05| .718|2d16 +3d16 |12.06| .862|3d16 +3d16 |

8|20.11|1.436|14.07|1.005|3d16 +2d16 +2d16 | 6.03| .431|3d16 |

9|14.07|1.005| 8.04| .574|2d16 +2d16 | 6.03| .431|3d16 |







MATERIALI






GRUPPO : ordinario.


kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE


DESCRIZIONE CAMPATE


1| A135| 3| 3| 3| 0| 279.| 259.| 5.59 | .4|5. | 29.698|

2| A134| 3| 3| 3| 0| 540.| 500.| 10.8 |1.3|5. |100.314|





SLU |









SLU |

Nome Descrizione |





5.|permanente |

6.|Sisma_X |

7.|Sisma_Y |
















FLESSIONE:


> 21.| 21.|3.|1.| -39639.|-.002| .004|-1819588.|-.35 |2.407|3.| .127!45.9 |SI|

21.| 21.|3.|1.| 18643.|-.001| .003| 1139501.|-.35 |4.115|3.| .078!61.12!SI|

238.|238.|3.|2.| 81964.!-.004| .008| 2198203.!-.35 |2.72 |3.| .114|26.82|SI|

279.|279.|3.|2.| -196184.!-.01 ! .022!-1861687.!-.35 |3.406|3.| .093|9.489!SI|

279.|279.|3.|2.| 81325.|-.004| .008| 2198203.|-.35 |2.72 |3.| .114|27.03|SI|

> 279.| 0.|3.|2.| -274255.!-.013| .03 |-1861687.|-.35 |3.406|3.| .093|6.788|SI|

279.| 0.|3.|2.| 185648.|-.009| .017| 2198203.!-.35 |2.72 |3.| .114|11.84|SI|

549.|270.|3.|4.| -47038.|-.003| .004|-2136872.!-.35 |1.746|3.| .167!45.43!SI|

549.|270.|3.|4.| 83686.|-.005| .015| 1142550.|-.35 |4.258|3.| .076!13.65|SI|

778.|499.|3.|1.| -240348.|-.014! .027|-1819588.|-.35 |2.407|3.| .127|7.571|SI|

778.|499.|3.|1.| 208945.!-.013| .038! 1139501.|-.35 |4.115|3.| .078|5.454!SI|

819.|540.|3.|1.| -49847.|-.003| .006|-1819588.|-.35 |2.407|3.| .127|36.5 |SI|

VERIFICHE A TAGLIO

TAGLIO:


> 0.| 0.|3.| -399.| 4882.| 28814.| 27733.| 1.01|15. |2.5 |SI|

0.| 0.|3.| 847.! 4882.| 28814.| 27733.| 1.01|15. |2.5 |SI|

108.|108.|3.| -577.| 5875.! 28814.| 27733.| 1.01|15. |2.5 |SI|

279.|279.|3.| -1107.! 4882.| 40761.! 41600.! 1.01| 5. |1.25|SI|

279.|279.|3.| 114.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

> 279.| 0.|3.| -6311.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

279.| 0.|3.| 6744.! 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|

321.| 41.|3.| -6371.| 5875.! 40761.| 41600.| 1.01| 5. |1.25|SI|

819.|540.|3.| -7097.! 4882.| 40761.! 41600.! 1.01| 5. |1.25|SI|

819.|540.|3.| 5902.| 4882.| 40761.| 41600.| 1.01| 5. |1.25|SI|



Progressive|Se|Ar Momento σc σf | As hc,ef Eps% Sr,max Wd |Ve| 65.| 65.|3.|1.| -27493.| -2.2| 64.8|10.05| 7.5 | .0019| 13.16| .002|SI|

279.|279.|3.|2.| -108958.! -7.5! 252.7!10.05| 7.5 | .0072| 13.16| .01 !SI|

279.|279.|3.|2.| 19520.! -1.3| 38.2|12.06| 7.5 | .0011| 12.21| .001|SI|

> 279.| 0.|3.|2.| -79433.| -5.5| 184.2|10.05| 7.5 | .0053| 13.16| .007|SI|

279.| 0.|3.|2.| 185648.! -12.8| 363. |12.06| 7.5 | .0104| 12.21| .013|SI|

641.|362.|3.|3.| -120984.| -11.6| 465.6| 6.03| 7.5 | .0133| 16.95| .023!SI|

778.|499.|3.|1.| -237440.! -19.2! 559.5!10.05| 7.5 | .016 | 13.16| .021|SI|

819.|540.|3.|1.| -32475.| -2.6| 76.5|10.05| 7.5 | .0022| 13.16| .003|SI|



279.|279.|3.|2.| -108958.! -7.5! 252.7!10.05| 7.5 | .0072| 13.16| .01 !SI|

279.|279.|3.|2.| 19520.! -1.3| 38.2|12.06| 7.5 | .0011| 12.21| .001|SI|

> 279.| 0.|3.|2.| -79437.| -5.5| 184.2|10.05| 7.5 | .0053| 13.16| .007|SI|

279.| 0.|3.|2.| 185648.! -12.8| 363. |12.06| 7.5 | .0104| 12.21| .013|SI|

641.|362.|3.|3.| -121123.| -11.6| 466.1| 6.03| 7.5 | .0133| 16.95| .023!SI|

778.|499.|3.|1.| -237632.! -19.2! 559.9!10.05| 7.5 | .016 | 13.16| .021|SI|

819.|540.|3.|1.| -32683.| -2.6| 77. |10.05| 7.5 | .0022| 13.16| .003|SI|



279.|279.|3.|2.| -108958.! -7.5! 252.7!10.05| 7.5 | .0072| 13.16| .01 !SI|

279.|279.|3.|2.| 19520.! -1.3| 38.2|12.06| 7.5 | .0011| 12.21| .001|SI|

> 279.| 0.|3.|2.| -79441.| -5.5| 184.2|10.05| 7.5 | .0053| 13.16| .007|SI|

279.| 0.|3.|2.| 185648.! -12.8| 363. |12.06| 7.5 | .0104| 12.21| .013|SI|

641.|362.|3.|3.| -121266.| -11.6| 466.6| 6.03| 7.5 | .0133| 16.95| .023!SI|

778.|499.|3.|1.| -237829.! -19.3! 560.4!10.05| 7.5 | .016 | 13.16| .021|SI|




819.|540.|3.|1.| -32896.| -2.7| 77.5|10.05| 7.5 | .0022| 13.16| .003|SI|



1|16.08|1.149|10.05| .718|2d16 +3d16 | 6.03| .431|3d16 |

2|22.12|1.58 |10.05| .718|2d16 +3d16 |12.06| .862|3d16 +3d16 |

3|12.06| .862| 6.03| .431|3d16 | 6.03| .431|3d16 |

4|18.1 |1.293|12.06| .862|3d16 +3d16 | 6.03| .431|3d16 |


Nome travata : Solaio S102 (travetto)





MATERIALI






GRUPPO : ordinario.

CLS : Scls(rara)=149.4; Scls(quasi permanente)=112. ; fbd(esesrcizio)= 26.9

ACCIAIO: Sacc(rara)=3600.; Coeff.Omogein.= 15

FESSURE: Wdmax(fre.)=.4 ; Wdmax(q.p.)=.3 [4.1.2.2.4.5];

kt=.4 [EN 1992-1 7.3.4].

SEZIONI UTILIZZATE



DESCRIZIONE CAMPATE


1| C1| 1| 1| 1| 0| 421.| 359.| 17.542|1.3|1.553| 34.234|

2| C2| 1| 1| 1| 0| 329.| 259.| 13.708|1.5|4.905|136.349|

3| C3| 1| 3| 1| 0| 178.| 138.| 7.417| .4|2.077| 14.624|





2 |Variabili |permutaz. campate |1. | 1.5 | 1. | 1. | 1. |

CARICHI APPLICATI









FLESSIONE:


> 0.| 0.|1.|1.| -89062.|-.049| .095| -187798.!-.35 |2.288|3.| .133|2.109|SI|

0.| 0.|1.|1.| 13963.|-.004| .014| 203085.!-.35 |3.771|3.| .085!14.54|SI|

110.|110.|1.|1.| -9765.|-.005| .01 | -187798.|-.35 |2.288|3.| .133|19.23!SI|

178.|178.|1.|1.| 130761.!-.036| .135| 203085.|-.35 |3.771|3.| .085|1.553|SI|

381.|381.|1.|2.| -80110.|-.062| .089| -172879.|-.35 | .827|3.| .297!2.158|SI|

411.|411.|1.|2.| -130195.|-.107! .146! -172879.|-.35 | .827|3.| .297|1.328!SI|

421.|421.|1.|3.| -130195.!-.086| .142| -184649.|-.35 |1.681|3.| .172|1.418|SI|

> 421.| 0.|1.|3.| -130195.!-.086! .142! -184649.|-.35 |1.681|3.| .172!1.418!SI|

521.|100.|1.|3.| 7329.|-.003| .015| 108482.!-.35 |4.489|3.| .072!14.8 |SI|

580.|160.|1.|3.| 22119.!-.008| .045| 108482.|-.35 |4.489|3.| .072|4.905|SI|

670.|249.|1.|3.| 2095.|-.001| .004| 108482.|-.35 |4.489|3.| .072|51.79!SI|

750.|329.|1.|4.| -127370.|-.071| .137| -187798.!-.35 |2.288|3.| .133|1.474|SI|

> 750.| 0.|3.|5.| -127370.!-.077! .137! -186785.!-.35 |2.174|3.| .139!1.466!SI|

775.| 25.|3.|6.| -106947.|-.077| .117| -183043.!-.35 |1.497|3.| .19 !1.712|SI|

918.|168.|3.|6.| -2358.!-.002| .003| -183043.|-.35 |1.497|3.| .19 |77.63!SI|

VERIFICHE A TAGLIO

TAGLIO:

Progressive|Se| Vsd | VRd |Ve|

> 0.| 0.|1.| 1662.! 1716.|SI|

> 421.| 0.|1.| 1476.! 1716.|SI|

750.|329.|1.| -1459.! 1716.!SI|

> 750.| 0.|3.| 1431.! 1520.!SI|

928.|178.|3.| 0.! 1049.|SI|



Progressive|Se|Ar Momento Scls Sacc | As hc,ef Eps% Sr,max Wd |Ve|

> 0.| 0.|1.|1.| -62033.| -46.8|1392.2| 2.26| 5. | .0398| 21.62| .086|SI|

178.|178.|1.|1.| 90853.! -34. |1966.6| 2.26| 5. | .0775| 10.17| .079|SI|

411.|411.|1.|2.| -78310.| -78.7!1811.9| 2.26| 5. | .0518| 19.92| .103|SI|

421.|421.|1.|3.| -90372.! -77.7|2051.7! 2.26| 5. | .0586| 20.84| .122!SI|

> 421.| 0.|1.|3.| -90372.! -77.7!2051.7! 2.26| 5. | .0586| 20.84| .122|SI|

580.|160.|1.|3.| 14305.! -7.2| 608.8| 1.13| 5. | .0174| 26.89| .047|SI|

750.|329.|1.|4.| -88715.| -66.9|1991. | 2.26| 5. | .0569| 21.62| .123!SI|

> 750.| 0.|3.|5.| -88715.! -72.5!1997.5! 2.26| 5. | .0571| 21.12| .121!SI|

918.|168.|3.|6.| -274.! -.3| 6.3| 2.26| 5. | .0002| 20.21| 0. |SI|






> 0.| 0.|1.|1.| -50956.| -38.4|1143.6| 2.26| 5. | .0327| 21.62| .071|SI|

178.|178.|1.|1.| 73020.! -27.3|1580.6| 2.26| 5. | .0591| 10.17| .06 |SI|

411.|411.|1.|2.| -62145.| -62.5!1437.9| 2.26| 5. | .0411| 19.92| .082|SI|

421.|421.|1.|3.| -72001.! -61.9|1634.6! 2.26| 5. | .0467| 20.84| .097!SI|

> 421.| 0.|1.|3.| -72001.| -61.9!1634.6| 2.26| 5. | .0467| 20.84| .097|SI|

580.|160.|1.|3.| 3845.! -1.9| 163.6| 1.13| 5. | .0047| 26.89| .013|SI|

750.|329.|1.|4.| -72873.! -55. |1635.4! 2.26| 5. | .0467| 21.62| .101!SI|

> 750.| 0.|3.|5.| -72873.! -59.6!1640.8! 2.26| 5. | .0469| 21.12| .099!SI|

918.|168.|3.|6.| -225.! -.2| 5.1| 2.26| 5. | .0001| 20.21| 0. |SI|



> 0.| 0.|1.|1.| -44309.| -33.4| 994.4| 2.26| 5. | .0284| 21.62| .061|SI|

178.|178.|1.|1.| 62320.! -23.3|1349. | 2.26| 5. | .0481| 10.17| .049|SI|

411.|411.|1.|2.| -52446.| -52.7!1213.5| 2.26| 5. | .0347| 19.92| .069|SI|

421.|421.|1.|3.| -60978.! -52.5|1384.4! 2.26| 5. | .0396| 20.84| .082!SI|

> 421.| 0.|1.|3.| -60978.| -52.5!1384.4| 2.26| 5. | .0396| 20.84| .082|SI|

580.|160.|1.|3.| -11534.! -9.9| 261.9| 2.26| 5. | .0075| 20.84| .016|SI|

750.|329.|1.|4.| -63368.! -47.8|1422.1! 2.26| 5. | .0406| 21.62| .088!SI|

> 750.| 0.|3.|5.| -63368.! -51.8!1426.8! 2.26| 5. | .0408| 21.12| .086!SI|

918.|168.|3.|6.| -196.! -.2| 4.5| 2.26| 5. | .0001| 20.21| 0. |SI|



1| 4.52| .877| 2.26| .438|2d12 | 2.26| .438|2d12 |

2| 2.26| .438| 2.26| .438|2d12 | 0. |0. | |

3| 3.39| .658| 2.26| .438|2d12 | 1.13| .219|1d12 |

4| 4.52| .877| 2.26| .438|2d12 | 2.26| .438|1d12 +1d12 |

5| 4.52|1.028| 2.26| .514|2d12 | 2.26| .514|1d12 +1d12 |

6| 3.39| .771| 2.26| .514|2d12 | 1.13| .257|1d12 |

7 COPERTURA IN LEGNO LAMELLARE

7.1.1 NORMATIVA DI RIFERIMENTO

Legge 5 novembre 1971 n. 1086: "Norme per la disciplina delle opere in conglomerato

cementizio armato, normale e precompresso e a struttura metallica".

Legge 2 febbraio 1974 n. 64: "Provvedimenti per le costruzioni con particolari prescrizioni per

le zone sismiche".

Consiglio Nazionale delle Ricerche: Norme tecniche UNI 10011/85 (18 aprile 1985) e successive

modifiche ed integrazioni : "Costruzioni di acciaio - Istruzioni per il calcolo, l'esecuzione , il

collaudo e la manutenzione".

O.P.C.M. 20 marzo 2003, n. 3274 : "Primi elementi in materia di criteri generali per la

classificazione sismica del territorio nazionale e di normative tecniche per le costruzioni in zona

sismica".

Decreto Ministero Infrastrutture e Trasporti 14 gennaio 2008 : "Norme tecniche per le

costruzioni".

EUROCODICE 5: “Progetto delle strutture in legno”.




CNR-DT 206/2007: ”Istruzioni per la progettazione, l’esecuzione ed il controllo delle strutture in

legno”.

7.1.2 MATERIALI UTILIZZATI

7.1.2.1 LEGNO LAMELLARE

Legno lamellare di conifera europea secondo paragrafo 4 delle NTC2008, impregnato a pennello con

impregnante protettivo tipo Xyladecor.

• classe di resistenza secondo EN 1194

• dimensioni singole lamelle secondo EN 386

• giunti a dita "a tutta sezione" secondo EN 387

• adesivi strutturali secondo EN 301

Le strutture in legno lamellare saranno prodotte da stabilimento in possesso della certificazione di idoneità

all'incollaggio di elementi strutturali di grande luce, CERTIFICATO DI INCOLLAGGIO tipo A, in

conformità alle norme DIN 1052 e CERTIFICATO CE in conformità alle norme DIN EN 14080, rilasciati dall'

OTTO GRAF INSTITUT di Stoccarda. L'azienda produttrice ed installatrice deve possedere un sistema di

qualità certificato nel rispetto degli standard della serie UNI EN ISO 9001.

7.1.2.2 CARPENTERIA E CONNESSIONI METALLICHE

Accessori metallici in acciaio tipo S235JR (Fe 360, grado B) secondo NTC08, trattati con

zincatura a caldo o mano di antiruggine, necessari per il collegamento degli elementi in legno e




di questi alle strutture di appoggio, nonché le strutture di irrigidimento e controventatura come

dagli elaborati esecutivi (bulloni, chiodi, scarpe angolari, ecc.).

Il calcolo ed i parametri di sollecitazione seguiranno le indicazioni delle CNR 10011/85.

Le saldature, salvo specifica prescrizione, si intendono di classe II, ad arco elettrico, continue

con il lato della saldatura pari allo spessore minimo delle due piastre che si uniscono.

L'elettrodo sarà di tipo basico e di resistenza unitaria uguale o superiore a quella del materiale

da saldare.

I tiranti di controvento ed i perni delle cerniere saranno in acciaio S355JR (Fe510).

Ipotesi di carico (D.M. 14/01/2008 “Norme tecniche per le costruzioni”)

località = Collegno (TO)

altitudine = 302 m/slm

vita nominale V N = 100 anni

classe d’uso (azione sismica) = IV (edificio con fu nzione strategica)

classe di servizio (legno lamellare) = 2

Carichi permanenti

peso proprio delle travi lamellari

g1, k = 0,34 kN/m 2

carico permanente dell’impalcato

g2, k = 0,50 kN/m 2

carico permanente del fotovoltaico (limitatamente ad una superficie di 200 m2)

g3, k = 0,50 kN/m 2

carico permanente della tenda di separazione (ancorata alle due travi centrali)

G4, k = 20,00 kN




Carichi variabili

*********************

Azione della neve

Zona = I

carico di riferimento al suolo (qsk) = 1,91 kN/m 2 (si adotta cautelativamente il valore previsto dal

DM 1996)

coefficiente di esposizione CE = 1,0

coefficiente termico CT = 1,0

carico di neve

qs = µ · qsk · CE · CT = 1,53 kN/m 2

avendo adottato µ = 0,8

Azione del vento

Zona = 1

velocità di riferimento vb = 25 m/s

pressione cinetica di riferimento qb = 0,39 kN/m2

classe di rugosità = B

coefficiente di esposizione ce = 1,91

coefficiente dinamico cd = 1,0

pressione del vento

p = qb · ce · cp · cd = cp · 0,75 kN/m 2

Azione sismica

Gli effetti dell’azione sismica sugli elementi strutturali della copertura vengono determinati

applicando a detti elementi una forza orizzontale Fa definita come segue (NTC 2008 par. 7.2.3):




Si assumono le seguenti ipotesi:

Stato Limite considerato: Stato Limite di salvaguardia della Vita (SLV)

VR = 200 anni

Categoria del sottosuolo: C

Categoria topografica: T1

Coefficiente di amplificazione topografica: ST = 1,00

Coefficiente di amplificazione stratigrafica: SS = 1,50

Pertanto, dati




ag = 0,932 m/s2

α = ag / g = 0,932 / 9,81 = 0,095

S = ST · SS = 1,00 · 1,50 = 1,50

Z = 10,60 m

H = 8,30 m

Ta = 0

risulta

( )

−

−++⋅⋅⋅= 5,0

)/1(1/13

21TT

HZSS

aa α = 0,095 · 1,50 · 2,90 = 0,413

La combinazione di carico adottata risulta essere la combinazione sismica:

essendo Ψ21 = 0 (neve, Ψ21 = 0,2 se altitudine > 1000 m)

Pertanto

wa = g1, k + g2, k + Ψ21 · qs = 1,34 + (0 · 1,53) = 1,34 kN/m2

e dato

qa = 2

risulta

Fa = Sa · wa / qa = 0,413 · 1,34 / 2,0 = 0,28 kN/m2

azione sismica orizzontale

fa = 0,28 kN/m 2

7.1.3 VERIFICA AGLI STATI LIMITE ULTIMI E DI ESERCIZIO

STATI LIMITE ULTIMI

Si verifica che le sollecitazioni di progetto siano inferiori alle resistenze di progetto:

o anche:

σd < fm, g, d τd < fv, g, d




STATI LIMITE DI ESERCIZIO

La deformazione istantanea si calcola usando i valori medi dei moduli elastici per le membrature e il valore istantaneo del modulo di scorrimento dei collegamenti. La deformazione a lungo termine può essere calcolata utilizzando i valori medi dei moduli

elastici ridotti opportunamente mediante il fattore 1/(1+ kdef), per le membrature, e utilizzando un

valore ridotto nello stesso modo del modulo di scorrimento dei collegamenti.

Il coefficiente kdef tiene conto dell’aumento di deformabilità con il tempo causato dall’effetto

combinato della viscosità e dell’umidità del materiale. I valori di kdef sono riportati nella Tab.

4.4.V.




7.2 Verifica degli arcarecci (16 * 24)

Lo schema di calcolo è di trave in semplice appoggio, in flessione deviata e con carico

distribuito uniforme.

L = 5,48 m

a = 18°8

i = 1,29 m

classe di servizio = 2

7.2.1.1.1.1.1 Ipotesi di carico:

peso proprio delle travi

g1, k = 0,13 kN/m 2

carico permanente della copertura (incluso fotovoltaico)

g2, k = 1,00 kN/m 2

carico di neve

qs = 1,53 kN/m 2

Si adotta legno lamellare classe GL24c .

7.2.2 Stato limite ultimo (SLU)

La combinazione di carico adottata risulta essere la combinazione fondamentale con carico

variabile di neve:

Si determina un carico uniformemente distribuito pari a:

[ ] =⋅°⋅⋅+⋅+⋅=⋅+⋅+⋅= 29,18,18cos)53,15,1()00,13,1()13,03,1(12211 sQkGkGd qggq γγγmlkN /70,4

dati: γm = 1,45 e kmod = 0,90 (breve durata)




1) verifica a flessione:

kNmM d 64,17=

a cui corrisponde una tensione

2,,

2,, /38,1645,1/2490,01,1/30,16 mmNfmmN

W

Mdym

ddym =⋅⋅=<==σ

essendo il fattore di incremento (kh = 1,1) consentito per le sezioni aventi lato massimo inferiore

a 600 mm.

2) verifica a taglio:

kNTd 88,12=


2,

2 /36,145,1/2,290,0/50,05,1

mmNfmmNA

Tdv

dd =⋅=<=⋅=τ

7.2.3 Stato limite di esercizio (SLE)

(a) Si verifica la freccia istantanea per soli carichi variabili con la seguente limitazione:

uin, q < L / 300

La combinazione di carico adottata risulta essere la combinazione rara con carico variabile di

neve:

Pertanto, dati

mlkNgg kk /46,129,113,121 =⋅=+

mlkNqk /86,1818cos29,153,1 =°⋅⋅=

la freccia istantanea per soli carichi variabili risulta

uin, q = 1,2 cm < L / 300

e quindi

uin, g = 0,9 cm

uin, (g + q) = 2,1 cm

(b) Si determina la freccia differita:

La combinazione di carico adottata risulta essere la combinazione quasi permanente :

Pertanto, dato kdef = 0,8 e Ψ21 = 0 (neve, Ψ21 = 0,2 se altitudine > 1000 m)

mlkNqgg kkk /46,1)818cos29,153,1(029,113,12121 =°⋅⋅⋅+⋅=Ψ++

risulta

uin, (g + q) = 0,9 cm

e quindi




udiff, (g + q) = uin, (g + q) · kdef = 0,9 · 0,8 = 0,7 cm

(c) Si verifica la freccia finale con la seguente limitazione:

u fin = uin, (g + q) + udiff, (g + q) < L / 200

considerando, rispettivamente la combinazione rara (a) e la combinazione quasi

permanente (b).

Risulta

u fin = uin, (g + q) + udiff, (g + q) = 2,1 + 0,7 = 2,8 cm = L/200

7.3 Verifica delle travi principali curve (22 * 124 )

Lo schema di calcolo è di trave in semplice appoggio, in flessione retta e con carico distribuito

uniforme. Si esegue il calcolo mediante programma ad elementi finiti di cui si omette il tabulato

per brevità.

L = 18,54 m

i = 5,30 m (max)

classe di servizio = 2

7.3.1.1.1.1.1 Ipotesi di carico:

peso proprio delle travi

g1, k = 0,34 kN/m 2

carico permanente della copertura

g2, k = 0,50 kN/m 2

carico permanente del fotovoltaico (limitatamente alla falda sinistra, cautelativamente per una

larghezza di 7,00 m)

g3, k = 0,50 kN/m 2




carico di neve

qs = 1,53 kN/m 2

Si adotta legno lamellare classe GL28c .

7.3.2 Stato limite ultimo (SLU)

La combinazione di carico adottata risulta essere la combinazione fondamentale con carico

variabile di neve:

Si determinano i seguenti carichi uniformemente distribuiti:

[ ] =⋅⋅=⋅= 30,553,15,11 sQd qq γ mlkN /16,12 (neve)

[ ] =⋅⋅+⋅=⋅+⋅= 30,5)50,03,1()34,03,1(22111, kGkGd ggg γγ mlkN /31,6 (permanente senza

fotovoltaico )

[ ] =⋅⋅+⋅+⋅=⋅+⋅+⋅= 30,5)50,03,1()50,03,1()34,03,1(3322112, kGkGkGd gggg γγγ

mlkN /29,10 (permanente con fotovoltaico )

Schemi grafici:

1) permanente strutturale (valore caratteristico: gk, 1 = 0,34 · 5,30 = 1,80 kN/m )

xy

z

2) permanente non strutturale (valore caratteristico: gk, 2 = 0,50 · 5,30 = 2,65 kN/m e gk, 2 + gk, 3

= 1,00 · 5,30 = 5,30 kN/m )

xy

z

3) neve (valore caratteristico: qk = 1,53 · 5,30 = 8,10 kN/m )

xy

z

Le verifiche sono eseguite sulla base dei risultati del calcolo ad elementi finiti:




xy

z

1 2 34

56

78

9 1011 1213

Trave Sezione numero 1 Rett. trave

Sforzo normale Min asta 7 5 -1383.9 [kg] Comb. 1 Max asta 10

7 5749.8 [kg] Comb. 1

Taglio piano 1-2 Min asta 10

7 -18360.6 [kg] Comb. 1 Max asta 2 3 17418.2 [kg] Comb. 1

Taglio piano 1-3 Min asta 1 2 0.0 [kg] Comb. 1 Max asta 1 2 0.0 [kg] Comb. 1

Momento torcente Min asta 1 2 0.0 [kgm] Comb. 1 Max asta 1 2 0.0 [kgm] Comb. 1

Momento Flet. piano

1-2

Min asta 9

11 -81249.7 [kgm] Comb. 1 Max asta 7 5 2471.6 [kgm] Comb. 1

Momento Flet. piano

1-3 Min asta 1 2 -0.0 [kgm] Comb. 1 Max asta 1 2 -0.0 [kgm] Comb. 1

dati: γm = 1,45 e kmod = 0,90 (breve durata)

1) verifica a flessione:

kNmM d 49,812=


2,,

21,, /38,1745,1/2890,0/88,1441,14032,1 mmNfmmN

W

Mkdym

ddym =⋅=<=⋅=⋅=σ

essendo k1 definito come di seguito:




2) verifica a taglio:

kNTd 60,183=


2,

2 /676,145,1/7,290,0/01,15,1

mmNfmmNA

Tdv

dd =⋅===⋅=τ

3) verifica a trazione perpendicolare alla fibratura: si omette tale verifica perché tale

sollecitazione è eliminata mediante idonea soluzione costruttiva (barre filettate resinate

trasversali).

7.3.3 Stato limite di esercizio (SLE)

(a) Si verifica la freccia istantanea per soli carichi variabili con la seguente limitazione:

uin, q < L / 300

La combinazione di carico adottata risulta essere la combinazione rara con carico variabile di

neve:

Pertanto, dati

mlkNgg kk /45,430,584,021 =⋅=+

mlkNggg kkk /10,730,534,1321 =⋅=++

mlkNqk /10,830,553,1 =⋅=

la freccia istantanea per soli carichi variabili risulta

uin, q = 2,85 cm < L / 300

e quindi

uin, g = 1,77 cm

uin, (g + q) = 4,62 cm




(b) Si determina la freccia differita:

La combinazione di carico adottata risulta essere la combinazione quasi permanente :

Pertanto, dato kdef = 0,8 e Ψ21 = 0 (neve, Ψ21 = 0,2 se altitudine > 1000 m)

mlkNqgg kkk /45,4)30,553,1(0)30,584,0(2121 =⋅⋅+⋅=Ψ++

mlkNqggg kkkk /10,7)30,553,1(0)30,534,1(21321 =⋅⋅+⋅=Ψ+++

risulta

uin, (g + q) = 1,77 cm

e quindi

udiff, (g + q) = uin, (g + q) · kdef = 1,77 · 0,8 = 1,42 cm

(c) Si verifica la freccia finale con la seguente limitazione:

u fin = uin, (g + q) + udiff, (g + q) < L / 200

considerando, rispettivamente la combinazione rara (a) e la combinazione quasi

permanente (b).

Risulta

u fin = uin, (g + q) + udiff, (g + q) = 4,62 + 1,42 = 6,04 cm < L/200

7.3.4 Verifica ancoraggio arcarecci (16 * 24) alle travi principali

Il fissaggio degli arcarecci di solaio alla trave principale si realizza mediante N. (2 + 2) viti

speciali SFS - WT φφφφ 8,2 * 300 mm , con le modalità indicate dal produttore.




Stato limite considerato: SLU.

La resistenza di progetto dell’unione è pari a:

Dati: γm = 1,5 (combinazione fondamentale) e kmod = 0,9 (breve durata)

RV,d = RV,k · kmod / γm = 37,07 · 0,9 / 1,5 = 22,24 kN

con RV,k indicata dal produttore delle viti (vedi scheda tecnica allegata).

Tale valore è superiore alla sollecitazione di progetto, di seguito quantificata:

SV,d = [(1,3 · 1,13) + (1,5 · 1,53)] · 1,29 · 5,48/2 = 13,30 kN

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