FASCICOLO DEI CALCOLI - icdigiacomo-denicola.gov.it · • Solaio per Tetti e Coperture ... travi...

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FASCICOLO DEI CALCOLI

DIMOSTRAZIONE NUMERICA DELLA SICUREZZA DELL'OPERA E DEL RAGGIUNGIMENTO DELLE PRESTAZIONI ATTESE

INDICE: CASI PROVA 6 PRESENTAZIONE DEI RISULTATI 13 TABULATI DI INPUT 15 Dati generali 15 Impalcati 15 Percentuali Spostamento masse impalcati 15 Combinazioni del Sisma in X e Y 15 Spettri di risposta 16 Caratteristiche del terreno 18 Materiali 18 Nodi - Geometria e vincoli 19 Nodi - Carichi 20 Input - Aste - Tabella sezioni tipo 21 Aste - Geometria e vincoli 22 Aste - Carichi 24 Tabella solai tipo 32 Dati solai 33 TABULATI DI VERIFICA 34 Risultati Analisi Dinamica - Baricentri masse e masse 34 Verifica Degli Spostamenti Relativi 34 Periodi di vibrazione e Masse modali 35 Risultati Analisi Dinamica - Massime tensioni sul terreno aste 36 Risultati Analisi Dinamica - Spostamenti massimi - Nodi 37 Risultati Analisi Dinamica - Reazioni massime - Nodi 39 Risultati Analisi Dinamica - Spostamenti massimi - Impalcati 39 Risultati Analisi Dinamica - Spostamenti massimi - Impalcati (SLD) 40 Risultati Analisi Dinamica - Sollecitazioni massime - Inviluppi - Travi 40 Risultati Analisi Dinamica - Sollecitazioni massime - Inviluppi - Pilastri 43 Risultati Analisi Dinamica - Sollecitazioni massime - Inviluppi - Travi di fondazione 45 VERIFICHE STATO LIMITE ULTIMO 47 Verifica delle travi 47 Verifica dei Pilastri 71 Verifica delle travi 79 Verifica SLU delle aste in Legno secondo NTC 2008 93 VERIFICHE STATO LIMITE DI ESERCIZIO 107 Verifica delle travi (Stati limite esercizio) 107

Il Progettista

Ing. Francesco Grande

MODELLAZIONE

La struttura è costituita da diversi elementi distinti, in base alla loro funzione, in

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• Fondazione in c.a. costituita da: graticcio di travi

• Travi in c.a.,legno

• Pilastri in c.a.

• Solaio per Tetti e Coperture

I livelli di sicurezza scelti dal Committente e dal Progettista in funzione del tipo e dell'uso della struttura, nonché in funzione delle conseguenze del danno, con riguardo a persone, beni, e possibile turbativa sociale, compreso il costo delle opere necessarie per la riduzione del rischio di danno o di collasso, hanno indirizzato al progetto di una struttura con i seguenti requisiti:

? sicurezza nei confronti degli Stati Limite Ultimi (SLU)

? sicurezza nei confronti degli Stati Limite di Esercizio (SLE)

? sicurezza nei confronti di deformazioni permanenti inaccettabili: Stato Limite di Danno (SLD).

La struttura è stata schematizzata con un modello spaziale agli elementi finiti che tengono conto dell'effettivo stato deformativo e di sollecitazione, secondo l'effettiva realizzazione. I vincoli esterni della struttura sono stati caratterizzati, a seconda degli elementi in fondazione se presenti, con: travi winkler, plinti diretti, plinti su pali, platee; ovvero con vincoli perfetti di incastro, appoggio, carrello, ecc. I vincoli interni sono stati schematizzati secondo le sollecitazioni mutuamente scambiate tra gli elementi strutturali, inserendo, ove opportuno, il rilascio di alcune caratteristiche della sollecitazione per schematizzare il comportamento di vincoli interni non iperstatici (cerniere, carrelli, ecc.). Il modello agli elementi finiti è stato calcolato tenendo conto dell’interazione tra strutture in fondazione e strutture in elevazione, consentendo un’accurata distribuzione delle azioni statiche e sismiche; il calcolo viene eseguito considerando il comportamento elastico lineare della struttura. I solai sono schematizzati come aree di carico, sulle quali vengono definiti i carichi permanenti (QP Solai), carichi fissi (QFissi Solai) e variabili (QV solai); tali carichi vengono assegnati alle aste in modo automatico in relazione all’influenza delle diverse aree di carico. Le masse corrispondenti ai carichi variabili sui solai nelle combinazioni sismiche vengono trattate in maniera automatica mediante un coefficiente moltiplicativo definito insieme alla tipologia del solaio.

Il modello utilizzato è stato valutato alla luce dei diversi scenari di carico a cui viene sottoposta la struttura durante la sua costruzione e la sua vita, atto a garantire la sicurezza e la durabilità della stessa. Per la tipologia strutturale affrontata non è stato necessario definire scenari di contingenza, quindi non è stata schematizzata la struttura durante le fasi costruttive, e si ritiene che non ci siano variazioni del modello di calcolo e degli schemi di vincolo, durante la vita dell'opera. Per il dettaglio degli scenari di calcolo si faccia riferimento alla "Relazione di Calcolo"

Il progetto e la verifica degli elementi strutturali è stato effettuato seguendo la teoria degli Stati limite. I parametri relativi alle verifiche effettuate sono riportati nella Relazione di Calcolo.

Il solutore agli elementi finiti impiegato nell’analisi è SpaceSolver, per il calcolo di strutture piane e spaziali schematizzabili da un insieme di elementi finiti tipo

? BEAM,

? PLATE-SHELL,

? WINK,

? BOUNDARY, interagenti tra loro attraverso i nodi, con la possibilità di tenere in conto tutti i possibili disassamenti, mediante l’introduzione di conci rigidi e traslazioni degli elementi bidimensionali. Il solutore lavora in campo elastico lineare, si basa sulle routines di Matlab ed è stato sviluppato in collaborazione con l'Università di Roma – Tor Vergata. Il solutore offre la possibilità di risolvere anche travi su suolo

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alla Winkler con molle spalmate sull'intera suola, anziché sul solo asse, plinti diretti e su pali, pali singoli, platee, piastre sottili e spesse con controllo delle rotazioni attorno all’asse normale alla piastra (drilling). Inoltre, per gli elementi BEAM considera il centro di taglio e non il baricentro.

L’affidabilità del solutore è stata testata su una serie di esempi campioni calcolati con altri procedimenti o con formule note, di cui si rende disponibile la documentazione.

AFFIDABILITA' DEI CODICI UTILIZZATI

Il programma è dotato di una serie di filtri di auto diagnostica che segnalano i seguenti eventi:

? labilità della struttura

? assenza di masse

? nodi collegati ad aste nulle

? mancanza di terreno sugli elementi in fondazione

? controllo sull'assegnazione dei nodi all'impalcato

? correttezza degli spettri di progetto

? fattori di partecipazione modali

? assegnazione dei criteri di verifica agli elementi

? numerazione degli elementi strutturali

? congruenza delle connessioni tra elementi shell

? congruenza delle aree di carico

? definizione delle caratteristiche d'inerzia delle sezioni

? presenza del magrone sotto la travi tipo wink

? elementi non verificati per semi progetto allo SLU, con inserimento automatico delle armature secondo i criteri di verifica.

? elementi non verificati allo SLU per armature già inserite nell'elemento strutturale

? elementi non verificati allo SLE per armature già inserite nell'elemento strutturale

CASI PROVA

L'affidabilità dei codici utilizzati è stata testata attraverso la risoluzione di alcuni casi prova, che il Produttore fornisce all'Utente, e vengono di seguito documentati.

CASO PROVA 1 - Influenza della posizione dei nodi rispetto agli assi delle aste

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I due portali sono due strutture identiche, ma il primo ha la luce teorica (da nodo a nodo) del traverso di lunghezza maggiore (5.50>5.00) e i risultati di calcolo sono diversi; se però si introducono nel traverso del primo telaio dei conci rigidi pari a 25 cm, cioè mezzo pilastro, allora la luce flessibile dei due telai coincide praticamente e i risultati sono perfettamente coincidenti.

Anche in questo esempio i portali sono due strutture identiche, però il traverso del primo è più lungo e quindi i risultati saranno gli stessi se vengono introdotti sul traverso del primo portale dei conci rigidi pari a metà pilastro.

In entrambi gli esempi (anziché introdurre i conci rigidi) si potevano avere gli stessi risultati modificando il filo fisso del traverso del primo portale rispettivamente 8585 per l'esempio I e 8684 per l'esempio II.

Concludendo qualunque sia la posizione dei nodi rispetto agli assi delle travi e dei pilastri, le sollecitazioni (vengono prese sugli assi delle aste) sono sempre le stesse se la geometria 3D è la stessa e si scelgono oculatamente i fili fissi o si introducono i conci rigidi. Al riguardo si ribadisce che lo schema di calcolo è quello 3D e NON lo schema unifilare. Infine si fa notare che l'equilibrio nel nodo (ad esempio N° 101) non sussiste in quanto le sollecitazione nel traverso vengono prese sull'asse dello stesso, mentre le sollecitazioni del pilastro vengono prese nel nodo e quindi in punti diversi. Per l'equilibrio quindi non bisogna prendere in considerazione solo i momenti, ma anche gli effetti delle altre sollecitazioni sul nodo rigido.

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CASO PROVA 2 - Piastra rettangolare

Siano Lx ed Ly i lati della piastra (Ly >= Lx) e tx ty i corrispondenti lati del rettangolo caricato, si ha:

p carico uniforme;

P = p . tx . ty carico totale;

Mxm = axm . P momento al centro, agente parallelamente al lato Lx (cioè nella sezione di mezzeria parallela al lato Ly );

Mym = aym . P momento al centro, agente parallelamente al lato Ly (cioè nella sezione di mezzeria parallela al lato Lx ).

Nel caso in esame essendo:

Lx = 4.5 [m]; Ly = 5.4 [m]; tx = 1.5 [m]; ty = 1.8 [m]; p = 5000 [dN/mq]; si ha:

P = 13500 [dN]

e per n = 0 sarà: axm = 0.1377; aym = 0.1050 e pertanto si ha:

Mxm = 1860 [dNm]; Mym = 1418 [dNm].

Se consideriamo la piastra discretizzata come in figura (9 x 9) con IperSpace si hanno i seguenti valori:

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Mxx =1731 [dNm]; Myy = 1314 [dNm] con un errore < 8 %

Se la discretizzazione è di 15 x 15 elementi i valori sono:

Mxx = 1810 [dNm]; Myy = 1382 [dNm] con un errore < 3 %

Se la discretizzazione è di 21 x 21 elementi i valori sono:

Mxx = 1832 [dNm]; Myy = 1400 [dNm] con un errore < 1.5 %.

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CASO PROVA 3 - Mensola inflessa

Prendiamo in considerazione la mensola di acciaio (E = 20.000 kN/cmq. e n = 0.25) delle dimensioni 48x4x1 cm, sollecitata all’estremità da un taglio di 40 kN, riportata a pag. 121 del testo di C.A. BREBBIA e J.J. CONNOR.

Il limite superiore dello spostamento all’ estremo caricato, ottenuto con la Teoria delle travi è : cm 0.53374. Nella tabella che segue vengono riportati i valori dello spostamento per vari tipi di elementi finiti e varie discretizzazioni.

Risultati estratti dal Testo di Trebbia e Connor

Tipo di elemento Numero elementi

Freccia di estremità Errore %

Elemento triangolare a deformazione costante 160 576

0.458340.51282

14.59 3.92

Elemento triangolare a deformazione lineare 160 576

0.532590.53353

0.22 0.04

Elemento triangolare a deformazione quadratica 68

214 0.530590.53259

0.17 0.22

Elemento rettangolare di primo ordine 160 0.51679 3.18 Elemento rettangolare del terzo ordine 52 0.52807 1.25

Risultati del solutore di IperSpace

Tipo di elemento Numero elementi

Freccia di estremità Errore %

Elemento rettangolare 16 0.5198 2.60 “ 36 0.5298 0.74 “ 64 0.5311 0.49 “ 100 0.5322 0.29 “ 144 0.5328 0.18

L'elemento piastra consente, con una discretizzazione molto piccola (12x3 = 36 elementi), di avere un errore inferiore all’1%. Per ottenere risultati simili occorre eseguire non solo discretizzazioni più spinte, ma scegliere anche elementi a deformazione quadratica o di ordine superiore. L'impiego di tale elemento risulta particolarmente indicato per seguire le prescrizioni delle Norme Tecniche (D.M. 2005), che impongono la sostituzione ai pilastri snelli delle pareti. La risoluzione di questo problema di modellazione consente di evitare errori grossolani sulla stima di sforzi e deformazioni degli elementi bidimensionali.

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CASO PROVA 4 - Analisi Dinamica Si consideri la struttura a telaio riportata nelle successive figure, costituita da un materiale con

modulo elastico E=250.000 dN/mq, nella quale le dimensioni delle sezioni trasversali dei pilastri sono:

50x50 al primo piano

40x40 al secondo piano

35x35 al terzo piano

e le dimensioni delle sezioni trasversali delle travi sono tutte 25x60.

I carichi gravitazionali sono tutti nulli a meno di un carico uniformemente distribuito, dato attraverso le aree di carico costituite dai solai, sulla struttura è di 850 dN/mq.

Pianta

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Telaio 1

Telaio 4

Nell'ipotesi di telai shear-type, cioè con traversi infinitamente rigidi, il calcolo eseguito a mano dai proff. Carlo Greco e Roberto Ramasco dell' Università di Napoli (esempio riportato nella

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pubblicazione PROGETTAZIONE E PARTICOLARI ESECUTIVI IN ZONA SISMICA – ed. ANCE), fornisce, per S=12, i seguenti risultati:

Modo Periodo in sec. Spostamenti dir y dei nodi del telaio 4 in mm 1 0.3227 piano primo 1.204 2 0.3160 piano secondo 2.667 3 0.2175 piano terzo 4.332 4 0.1466 5 0.1450

I momenti nei pilastri del telaio 4, dovuti solo al primo modo di vibrare, (uguali al piede ed in testa di ogni pilastro, essendo i traversi infinitamente rigidi) sono:

M1=5309 dNm; M2=3840 dNm; M3=2622 dNm.

Risultati di IperSpace:

a) traversi deformabili, cioè travi di sezione effettiva (25x60)

Modo Periodo in sec Spostamenti in mm dei nodi del pilastro N° 1 1 0.431 piano primo 2.157 2 0.416 piano secondo 5.000 3 0.326 piano terzo 7.300 4 0.173 5 0.170

I momenti nel pilastro N° 1 (telaio N° 4), dovuti al primo modo (non più uguali in testa e piede come nel modello shear-type) sono :

M1 max=6633 dNm; M2max=3210 dNm: M3max=2045 dNm.

Dai risultati si evince che ci sono le seguenti variazioni:

- 25 % circa sul periodo del primo modo di vibrare;

- 40 % sullo spostamento del terzo piano;

- 20 % sul momento d'incastro al piede del piano primo.

b) traversi rigidi (travi di sezione 200x200 e modulo 21000000 dN/mq)

Modo Periodo in sec. Spostamenti in mm dei nodi del pilastro N° 1 1 0.326 piano primo 1.244 2 0.317 piano secondo 2.728 3 0.251 piano terzo 4.203 4 0.151 5 0.148

I momenti nel pilastro N° 1, dovuti al primo modo (uguali in testa e piede) sono:

M1=5509 dNm; M2=3878 dNm; M3=2258 dNm.

In questo caso le variazioni sono contenute entro il 3 %. E' da presupporre che esse siano dovute essenzialmente al differente tipo di arrotondamento praticato tra il calcolo manuale ed il calcolo numerico, nonchè al fatto che il calcolo eseguito da IperSpace è di tipo spaziale.

Si può concludere che il test su IperSpace è nettamente positivo. Inoltre la e che la qualità della soluzione il modello shear-type fornisce risultati tanto più piuttosto grossolani quanto più ci si allontana dall'ipotesi di traversi infinitamente rigidi.

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PRESENTAZIONE DEI RISULTATI

I disegni dello schema statico adottato sono riportati nel fascicolo allegato alla presente relazione E’ stato impiegato il Sistema Internazionale per le unità di misura, con riferimento al daN per le forze.

Il sistema di riferimento globale rispetto al quale è stata riferita l'intera struttura è una terna di assi cartesiani sinistrorsa OXYZ (X,Y, e Z sono disposti e orientati rispettivamente secondo il pollice, l'indice ed il medio della mano destra, una volta posizionati questi ultimi a 90° tra loro). La terna di riferimento locale per un'asta è pure una terna sinistrorsa O'xyz che ha l'asse x orientato dal nodo iniziale I dell'asta verso il nodo finale J e gli assi y e z diretti secondo gli assi geometrici della sezione con l'asse y orizzontale e orientato in modo da portarsi a coincidere con l'asse x a mezzo di una rotazione oraria di 90° e l'asse z di conseguenza.

Per un'asta comunque disposta nello spazio la sua terna locale è orientata in modo tale da portarsi a coincidere con la terna globale a mezzo di rotazioni orarie degli assi locali inferiori a 180°.

? Le forze, sia sulle aste che sulle pareti o lastre, sono positive se opposte agli assi locali;

? Le forze nodali sono positive se opposte agli assi globali;

? Le coppie sono positive se sinistrorse. Le caratteristiche di sollecitazione sono positive se sulla faccia di normale positiva sono rappresentate da vettori equiversi agli assi di riferimento locali; in particolare il vettore momento positivo rappresenta una coppia che ruota come le dita della mano destra che si chiudono quando il pollice è equi verso all'asse locale.

? Le traslazioni sono positive se concorde con gli assi globali;

? Le rotazioni sono positive se sinistrorse. Il sistema di riferimento locale per gli elementi bidimensionali è quello riportato in figura

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La terna locale per l’elemento shell è costituita dall'asse x locale che va dal nodo li al nodo jk, l'asse y è diretto secondo il piano dell’elemento e orientato verso il nodo l e l'asse z di conseguenza in modo da formare la solita terna sinistrorsa. L'asse z locale rappresenta la normale positiva all’elemento. Le sollecitazioni dell’elemento sono: a) sforzi membranali. Sxx = sx Syy = sy Sxy = txy b) sforzi flessionali: Mxx momento flettente che genera sx, cioè intorno ad y. Myy momento flettente che genera sy, cioè intorno ad x Mxy momento torcente che genera txy. Le sollecitazioni principali dell’elemento sono:

dove q è l’angolo formato dagli assi principali di M1 e M2 con quelli di riferimento e

dove è l’angolo formato dagli assi principali di S1 e S2 con quelli di riferimento L’elemento shell usato come piastra dà i momenti flettenti e non i tagli in direzione ortogonale all’elemento che possono ottenersi come derivazione dei momenti flettenti;

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Tzx = Mxx,x + Mxy,y Tzy = Mxy,y + Myy,y

quando invece viene usato come lastra ci restituisce una 's' costante ed una 't' costante non adatti a rappresentare momenti flettenti, ma solo sforzi normali e tagli nel piano della lastra.

I tabulati di calcolo contengono due sezioni principali: la descrizione del modello di calcolo e la presentazione dei risultati. La descrizione del modello di calcolo contiene:

? i dati generali (dimensioni)

? le coordinate nodali;

? i vincoli dei nodi e i vincoli interni delle aste, con le eventuali sconnessioni;

? le caratteristiche sezionali;

? le caratteristiche dei solai;

? le caratteristiche delle aste;

? i carichi sulle aste, sui nodi e sui muri (inclusa la distribuzione delle distorsioni impresse, e delle variazioni e dei gradienti di temperatura);

? configurazione di sistemi che introducono stati coattivi;

? le caratteristiche dei materiali;

? legami costitutivi e criteri di verifica;

? le condizioni di carico; La stampa dei risultati contiene:

? le combinazioni dei carichi;

? le forze sismiche agenti sulla struttura;

? gli spostamenti d'impalcato, se l'impalcato è rigido;

? gli spostamenti nodali;

? le sollecitazioni sulle membrature per ogni combinazione di carico;

? la sollecitazione sul terreno sotto travi di fondazione o platee;

? deformate;

? diagrammi sollecitazioni;

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TABULATI DI INPUT

Dati generali

Nome struttura

Fattore rigidezza assiale pilastri 10

Numero di frequenze 15

% Filtro masse libere 0.1

% Coefficiente di smorzamento viscoso 5

Spostamenti modali con segno Si

Deformabilità a taglio delle aste Si

Spostamento ammissibile impalcati 0.0050*h

Impalcati

N° Quota Rigido Incr.Soll.Pil Inc.Soll.Par.

mm

0 0 No 1.000 1.000

1 3800 Si 1.000 1.000

Percentuali Spostamento masse impalcati

Posizione % Spostamento direzione X % Spostamento direzione Y

1 0 -5

2 5 0

3 0 5

4 -5 0

Combinazioni del Sisma in X e Y

Comb Pos. SismaX Pos. SismaY Fx Fy

1 1 2 1 0.3

2 1 2 0.3 1

3 1 4 1 0.3

4 1 4 0.3 1

5 3 2 1 0.3

6 3 2 0.3 1

7 3 4 1 0.3

8 3 4 0.3 1

Comb. = Numero di combinazione dei sismi

Pos. SismaX = Posizione in cui viene scelto il sisma in direzione X

Pos. SismaY = Posizione in cui viene scelto il sisma in direzione Y

Fx = Fattore con cui il sisma X partecipa

Fy = Fattore con cui il sisma Y partecipa

Ogni combinazione genera 4 sotto-combinazioni in base a tutte le combinazioni

possibili dei segni di Fx ed Fy

Spettri di risposta

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Spettro :SpettroNT

Il calcolo degli spettri e del fattore di struttura sono stati calcolati per la

seguente tipologia di terreno e struttura

Vita della struttura

Tipo Opere ordinarie (50-

100) 50 - 100 anni

Vita nominale(anni) 50.0

Classe d'uso Classe IV

Coefficiente d'uso 2.000

Periodo di riferimento(anni) 100.000

Stato limite di esercizio - SLD PVR=63.0%

Stato limite ultimo - SLV PVR=10.0%

Periodo di ritorno SLD(anni) TR=100.6

Periodo di ritorno SLV(anni) TR=949.1

Parametri del sito

Comune Agerola - (NA)

Longitudine 14.544

Latitudine 40.64

Id reticolo del sito 34093-33871-33870-

34092

Valori di riferimento del sito

Ag/g(TR=100.6) SLD 0.0590

F0(TR=100.6) SLD 2.4658

T*C(TR=100.6) SLD 0.350

Ag/g(TR=949.1) SLV 0.1171

F0(TR=949.1) SLV 2.6637

T*C(TR=949.1) SLV 0.442

Coefficiente Amplificazione Topografica St=1.000

Categoria terreno C

stato limite SLV

S=1.50

TB=0.20

TC=0.61

TD=2.07

stato limite SLD

S=1.50

TB=0.17

TC=0.52

TD=1.84

Fattore di struttura (SLV)

Classe duttilità B

Tipo struttura Calcestruzzo

Struttura regolare in altezza Kr=1.000000

Kw=1.000

Struttura regolare in pianta Kr=1.000000

Tipologia : struttura a telaio, a pareti accoppiate e

miste Ce=3.000

telaio ad 1 piano Au/A1=1.100

Fattore di struttura q=Kw*Kr*q0=Kw*Kr*Ce*au/a1 3.300

TSLV [s] SLV[a/g] TSLD [s] SLD[a/g]

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0.00000 0.17569 0.00000 0.08853

0.20255 0.14181 0.17318 0.21829

0.60765 0.14181 0.51953 0.21829

0.79025 0.10904 0.70761 0.16027

0.97286 0.08858 0.89568 0.12662

1.15547 0.07458 1.08376 0.10464

1.33807 0.06440 1.27184 0.08917

1.52068 0.05667 1.45991 0.07768

1.70329 0.05059 1.64799 0.06882

1.88590 0.04569 1.83607 0.06177

2.06850 0.04166 2.05246 0.04943

2.28311 0.03420 2.26885 0.04045

2.49772 0.02857 2.48525 0.03371

2.71234 0.02423 2.70164 0.02853

2.92695 0.02343 2.91803 0.02445

3.14156 0.02343 3.13443 0.02119

3.35617 0.02343 3.35082 0.01855

3.57078 0.02343 3.56721 0.01636

3.78539 0.02343 3.78361 0.01455

4.00000 0.02343 4.00000 0.01301

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Caratteristiche del terreno

Bomerano- Cost.Winkler=2.00 kg/cmc

Strat

o n° Spessore γ φ Addensato Coesione E ν

cm kg/mc ° kg/cmq kg/cmq

1 140 1336 30 No 0.00 2E01 0.24

2 140 1899 26 No 0.00 3E00 0.24

3 320 1296 26 No 0.00 2E02 0.25

4 400 1312 26 No 0.00 8E00 0.25

Materiali

Materiale: C25/30

Peso specifico kg/mc 2500

Modulo di Young E kg/cmq 3E05

Modulo di Poisson ν 0.13

Coefficiente di dilatazione termica λ 1/°C 1e-005

Materiale: Legno

Peso specifico kg/mc 800

Modulo di Young E kg/cmq 1E05

Modulo di Poisson ν 0.30

Coefficiente di dilatazione termica λ 1/°C 5e-006

Nodi - Geometria e vincoli

Nodo X Y Z Tx Ty Tz Rx Ry Rz Impalcato

Coordinate [mm] Vincoli

0 4193 12186 4985 0 0 0 0 0 0 1

0 12928 16598 3800 0 0 0 0 0 0 1

0 5376 5373 3800 0 0 0 0 0 0 1

0 3672 5505 4985 0 0 0 0 0 0 1

0 5896 12053 3800 0 0 0 0 0 0 1

0 11260 16528 3800 0 0 0 0 0 0 1

0 7079 5240 4985 0 0 0 0 0 0 1

0 7599 11921 4985 0 0 0 0 0 0 1

1 14528 21413 3800 0 0 0 0 0 0 1

1 9975 0 0 1 1 0 0 0 1 0

2 11648 21513 3800 0 0 0 0 0 0 1

2 4988 388 0 1 1 0 0 0 1 0

3 0 776 0 1 1 0 0 0 1 0

3 5375 5373 5600 0 0 0 0 0 0 1

4 10362 4985 0 1 1 0 0 0 1 0

4 5895 12053 5600 0 0 0 0 0 0 1

5 6273 16915 5600 0 0 0 0 0 0 1

5 389 5760 0 1 1 0 0 0 1 0

19

Nodo X Y Z Tx Ty Tz Rx Ry Rz Impalcato

6 10882 11666 0 1 1 0 0 0 1 0

6 14528 16666 5600 0 0 0 0 0 0 1

7 910 12441 0 1 1 0 0 0 1 0

8 11027 13530 0 1 1 0 0 0 1 0

9 14528 13530 0 1 1 0 0 0 1 0

10 11260 16528 0 1 1 0 0 0 1 0

11 12928 16598 0 1 1 0 0 0 1 0

12 1289 17303 0 1 1 0 0 0 1 0

13 12932 21413 0 1 1 0 0 0 1 0

14 6661 21900 0 1 1 0 0 0 1 0

15 1677 22288 0 1 1 0 0 0 1 0

16 5375 5373 0 1 1 0 0 0 1 0

17 14528 11666 0 1 1 0 0 0 1 0

18 14528 16666 0 1 1 0 0 0 1 0

19 6273 16915 0 1 1 0 0 0 1 0

20 14528 21413 0 1 1 0 0 0 1 0

21 11648 21513 0 1 1 0 0 0 1 0

26 9897 -997 0 1 1 0 0 0 1 0

27 4910 -609 0 1 1 0 0 0 1 0

28 -78 -221 0 1 1 0 0 0 1 0

29 11359 4908 0 1 1 0 0 0 1 0

101 9975 0 3800 0 0 0 0 0 0 1

102 4988 388 3800 0 0 0 0 0 0 1

103 0 776 3800 0 0 0 0 0 0 1

104 10362 4985 3800 0 0 0 0 0 0 1

105 389 5760 3800 0 0 0 0 0 0 1

106 10882 11666 3800 0 0 0 0 0 0 1

107 910 12441 3800 0 0 0 0 0 0 1

108 11027 13530 3800 0 0 0 0 0 0 1

109 14528 13530 3800 0 0 0 0 0 0 1

110 11260 16528 5600 0 0 0 0 0 0 1

111 12928 16598 5600 0 0 0 0 0 0 1

112 1289 17303 3800 0 0 0 0 0 0 1

113 12932 21413 3800 0 0 0 0 0 0 1

114 6661 21900 3800 0 0 0 0 0 0 1

115 1677 22288 3800 0 0 0 0 0 0 1

Nodi - Carichi

N° C.Car. Fx Fy Fz Mx My Mz Tx Ty Tz Rx Ry Rz ∆t kg kg*m mm mrad °C

0 QP Solai -0 0 74 -0 -2 -0

0 QP Solai 0 0 70 0 2 0

0 QP Solai 0 0 45 -0 -1 -0

0 QP Solai 0 0 43 0 1 0

0 QFissi Solai -0 0 52 0 2 0

0 QFissi Solai 0 -0 34 -0 -1 -0

0 QFissi Solai 0 0 56 -0 -2 -0

0 QFissi Solai 0 -0 33 0 1 0

0 QV Solai -0 0 74 -0 -2 -0

0 QV Solai 0 0 70 0 2 0

0 QV Solai 0 0 45 -0 -1 -0

0 QV Solai 0 0 43 0 1 0

0 QV SolaiPsi0 -0 0 74 -0 -2 -0

0 QV SolaiPsi0 0 0 45 -0 -1 -0

0 QV SolaiPsi0 0 0 70 0 2 0

0 QV SolaiPsi0 0 0 43 0 1 0

0 QV SolaiPsi1 0 -0 39 0 1 0

0 QV SolaiPsi1 -0 0 41 -0 -1 -0

0 QV SolaiPsi1 -0 0 63 0 2 0

0 QV SolaiPsi1 0 0 67 -0 -2 -0

0 QV SolaiPsi2 0 0 59 -0 -2 -0

0 QV SolaiPsi2 -0 0 56 0 2 0

20

N° C.Car. Fx Fy Fz Mx My Mz Tx Ty Tz Rx Ry Rz ∆t 0 QV SolaiPsi2 -0 0 35 0 1 0

0 QV SolaiPsi2 -0 0 36 -0 -1 -0

101 QP Solai 0 0 103 10 5 0

101 QFissi Solai 0 0 77 7 4 0

101 QV Solai 0 0 103 10 5 0

101 QV SolaiPsi0 0 0 103 10 5 0

101 QV SolaiPsi1 0 0 93 9 4 0

101 QV SolaiPsi2 -0 0 82 8 4 0

102 QP Solai -0 -0 131 11 -1 -0

102 QFissi Solai 0 0 98 9 -1 -0

102 QV Solai -0 -0 131 11 -1 -0

102 QV SolaiPsi0 -0 -0 131 11 -1 -0

102 QV SolaiPsi1 0 0 118 10 -1 -0

102 QV SolaiPsi2 0 0 105 9 -1 -0

103 QP Solai -0 -0 153 14 -10 -0

103 QFissi Solai 0 0 115 10 -8 -0

103 QV Solai -0 -0 153 14 -10 -0

103 QV SolaiPsi0 -0 -0 153 14 -10 -0

103 QV SolaiPsi1 -0 -0 137 13 -9 -0

103 QV SolaiPsi2 -0 0 122 11 -8 -0

104 QP Solai 0 0 134 1 11 0

104 QFissi Solai -0 0 101 1 9 0

104 QV Solai 0 0 134 1 11 0

104 QV SolaiPsi0 0 0 134 1 11 0

104 QV SolaiPsi1 0 -0 121 1 10 0

104 QV SolaiPsi2 -0 0 107 1 9 0

105 QP Solai -0 0 64 -0 -6 0

105 QFissi Solai 0 0 48 -0 -4 0

105 QV Solai -0 0 64 -0 -6 0

105 QV SolaiPsi0 -0 0 64 -0 -6 0

105 QV SolaiPsi1 -0 0 57 -0 -5 0

105 QV SolaiPsi2 -0 0 51 -0 -4 0

106 QP Solai 0 0 83 1 7 0

106 QFissi Solai 0 0 63 1 5 0

106 QV Solai 0 0 83 1 7 0

106 QV SolaiPsi0 0 0 83 1 7 0

106 QV SolaiPsi1 -0 0 75 1 6 0

106 QV SolaiPsi2 0 -0 67 1 5 0

107 QP Solai -0 0 172 -1 -15 0

107 QFissi Solai 0 0 129 -1 -11 0

107 QV Solai -0 0 172 -1 -15 0

107 QV SolaiPsi0 -0 0 172 -1 -15 0

107 QV SolaiPsi1 0 0 155 -1 -14 0

107 QV SolaiPsi2 -0 0 137 -1 -12 0

108 QP Solai 0 0 93 7 -1 0

108 QFissi Solai 0 0 69 5 -0 0

108 QV Solai 0 0 93 7 -1 0

108 QV SolaiPsi0 0 0 93 7 -1 0

108 QV SolaiPsi1 0 0 83 6 -1 0

108 QV SolaiPsi2 0 0 74 6 -0 0

109 QP Solai 0 0 59 4 -0 0

109 QFissi Solai 0 0 44 3 -0 0

109 QV Solai 0 0 59 4 -0 0

109 QV SolaiPsi0 0 0 59 4 -0 0

109 QV SolaiPsi1 -0 0 53 4 -0 0

109 QV SolaiPsi2 -0 0 47 3 -0 0

110 QP Solai 0 0 9 0 0 0

110 QFissi Solai 0 0 7 0 0 0

110 QV Solai 0 0 9 0 0 0

110 QV SolaiPsi0 0 0 9 0 0 0

110 QV SolaiPsi1 0 0 8 0 0 0

110 QV SolaiPsi2 0 0 7 0 0 0

111 QP Solai 0 0 2 -0 0 0

111 QFissi Solai 0 0 2 -0 0 0

111 QV Solai 0 0 2 -0 0 0

111 QV SolaiPsi0 0 0 2 -0 0 0

111 QV SolaiPsi1 0 0 2 -0 0 0

111 QV SolaiPsi2 0 0 2 -0 0 0

112 QP Solai -0 0 139 -1 -12 0

112 QFissi Solai 0 0 104 -1 -9 0

112 QV Solai -0 0 139 -1 -12 0

112 QV SolaiPsi0 -0 0 139 -1 -12 0

112 QV SolaiPsi1 0 0 125 -1 -11 0

112 QV SolaiPsi2 -0 0 111 -1 -10 0

113 QP Solai 0 -0 59 -5 0 -0

113 QFissi Solai 0 0 44 -4 0 -0

113 QV Solai 0 -0 59 -5 0 -0

113 QV SolaiPsi0 0 -0 59 -5 0 -0

113 QV SolaiPsi1 0 -0 53 -5 0 -0

113 QV SolaiPsi2 0 -0 47 -4 0 -0

114 QP Solai 0 -0 131 -11 1 0

114 QFissi Solai 0 0 98 -9 1 0

114 QV Solai 0 -0 131 -11 1 0

114 QV SolaiPsi0 0 -0 131 -11 1 0

114 QV SolaiPsi1 0 0 117 -10 1 0

114 QV SolaiPsi2 0 0 104 -9 1 0

21

N° C.Car. Fx Fy Fz Mx My Mz Tx Ty Tz Rx Ry Rz ∆t 115 QP Solai 0 0 146 -14 -12 0

115 QFissi Solai 0 0 109 -11 -9 0

115 QV Solai 0 0 146 -14 -12 0

115 QV SolaiPsi0 0 0 146 -14 -12 0

115 QV SolaiPsi1 0 -0 131 -13 -11 0

115 QV SolaiPsi2 0 0 117 -11 -10 0

Input - Aste - Tabella sezioni tipo

Tipo Nome Base Altezza Larg.mag.

R cm cm cm

28x40 28 40 0

40x60 40 60 0

40x40 40 40 0

30x40 30 40 0

Tipo Nome Alt. sup. Base sup. Alt. inf. Base inf. Larg.mag.

T cm cm cm cm cm

T100 60 40 40 100 120

Tipo Nome Alt. sup. Base sup. Alt. inf. Base inf. Larg.mag.

L cm cm cm cm cm

L 100 60 40 40 100 100

Aste - Geometria e vincoli

Ni Nf Vin

c. Sez. Mat.

Crit.pr

.

Rot

. f.f. xi yi zi xf yf zf Tipo L2 L3

° cm cm

1 1 101 I-I 40x40 C25/30 CLS_Pi 0 3030 0 0 0 0 0 0 Pila

. 380 380

2 2 102 I-I 40x40 C25/30 CLS_Pi 0 2020 0 0 0 0 0 0 Pila

. 380 380

3 3 103 I-I 40x40 C25/30 CLS_Pi 0 1010 0 0 0 0 0 0 Pila

. 380 380

4 4 104 I-I 40x40 C25/30 CLS_Pi 0 6060 0 0 0 0 0 0 Pila

. 380 380

5 5 105 I-I 40x40 C25/30 CLS_Pi 0 4040 0 0 0 0 0 0 Pila

. 380 380

6 6 106 I-I 40x40 C25/30 CLS_Pi 0 6060 0 0 0 0 0 0 Pila

. 380 380

7 7 107 I-I 40x40 C25/30 CLS_Pi 0 4040 0 0 0 0 0 0 Pila

. 380 380

8 8 108 I-I 30x40 C25/30 CLS_Pi 0 3030 0 0 0 0 0 0 Pila

. 380 380

9 9 109 I-I 30x40 C25/30 CLS_Pi 0 3030 0 0 0 0 0 0 Pila

. 380 380

10 0 110 I-I 30x40 C25/30 CLS_Pi 0 6060 0 0 0 0 0 0 Pila

. 180 180

10 10 0 I-I 30x40 C25/30 CLS_Pi 0 6060 0 0 0 0 0 0 Pila

. 380 380

11 0 111 I-I 30x40 C25/30 CLS_Pi 0 6060 0 0 0 0 0 0 Pila

. 180 180

11 11 0 I-I 30x40 C25/30 CLS_Pi 0 6060 0 0 0 0 0 0 Pila

. 380 380

12 12 112 I-I 40x40 C25/30 CLS_Pi 0 4040 0 0 0 0 0 0 Pila

. 380 380

13 13 113 I-I 40x40 C25/30 CLS_Pi 0 9090 0 0 0 0 0 0 Pila

. 380 380

14 14 114 I-I 40x40 C25/30 CLS_Pi 0 8080 0 0 0 0 0 0 Pila

. 380 380

15 15 115 I-I 40x40 C25/30 CLS_Pi 0 7070 0 -0 0 0 0 0 Pila

. 380 380

22

Ni Nf Vin

c. Sez. Mat.

Crit.pr

.

Rot


19 108 0 I-I 30x40 C25/30 CLS_Pi 0 7376 0 0 0 0 0 0 Trav

e 301 301

20 0 0 I-I 40x40 C25/30 CLS_Pi 0 8686 0 -0 0 0 -0 0 Trav

e 167 167

21 0 113 I-I 30x40 C25/30 CLS_Pi 0 7679 -0 -0 0 0 0 0 Trav

e 481 481

22 0 104 I-I 28x40 Legno Legno_ 0 8086 0 0 0 0 0 0 Trav

e 500 500


e 500 500


e 500 500


e 500 500

24 0 2 I-I 28x40 C25/30 CLS_Pi 0 7670 0 -0 0 0 -0 0 Trav

e 500 500

25 0 0 I-I 28x40 Legno Legno_ 0 8080 0 0 -0 5 1 -4 Trav

e 208 208

26 0 0 I-I 28x40 Legno Legno_ 0 8080 -0 -0 0 5 1 -4 Trav

e 208 208

27 0 0 I-I 28x40 Legno Legno_ 0 8080 -0 -0 0 6 1 -4 Trav

e 208 208

28 0 0 I-I 28x40 Legno Legno_ 0 8080 0 0 -0 5 1 -4 Trav

e 208 208


e 180 180


e 180 180

32 108 5 I-I 28x40 Legno Legno_ 0 8380 -0 -0 0 -0 0 0 Trav

e 611 611

101 112 107 I-I 40x60 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Trav

e 488 488

101 107 105 I-I 40x60 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Trav

e 670 670

101 105 103 I-I 40x60 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Trav

e 500 500

101 115 112 I-I 40x60 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Trav

e 500 500

102 102 101 I-I 40x60 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Trav

e 500 500

102 103 102 I-I 40x60 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Trav

e 500 500

103 106 108 I-I 40x60 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Trav

e 187 187

103 104 106 I-I 40x60 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Trav

e 670 670

103 101 104 I-I 40x60 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Trav

e 500 500

104 108 109 I-I 40x60 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Trav

e 350 350

105 114 115 I-I 40x60 C25/30 CLS_Tr 0 7878 0 0 0 0 0 0 Trav

e 500 500

105 2 113 I-I 40x60 C25/30 CLS_Tr 0 9598 0 0 0 0 0 0 Trav

e 129 129

105 2 114 I-I 40x60 C25/30 CLS_Tr 0 7578 0 0 0 0 0 0 Trav

e 500 500

105 1 113 I-I 40x60 C25/30 CLS_Tr 0 7578 0 0 0 0 0 0 Trav

e 160 160


e 531 531


e 531 531


e 488 488


e 670 670


e 721 721


e 730 730


e 730 730


e 730 730


e 160 160


e 531 531


e 500 500


e 167 167


e 514 514

112 0 3 I-I 28x40 Legno Legno_ 0 0085 6 1 -22 0 0 0 Trav

e 182 182

23

Ni Nf Vin

c. Sez. Mat.

Crit.pr

.

Rot



e 182 182

112 105 0 I-I 28x40 Legno Legno_ 0 8500 0 0 0 6 1 -22 Trav

e 350 350


e 350 350


e 181 181


e 182 182


e 350 350


e 350 350


e 350 350


e 531 531


e 508 508


e 362 362

9001 3 28 I-I L 100 C25/30 CLS_Tr 0 7474 0 0 0 0 -2 0 Fond

. 100 100

9001 12 7 I-I L 100 C25/30 CLS_Tr 0 7474 0 0 0 0 0 0 Fond

. 488 488

9001 7 5 I-I L 100 C25/30 CLS_Tr 0 7474 0 0 0 0 0 0 Fond

. 670 670

9001 5 3 I-I L 100 C25/30 CLS_Tr 0 7474 0 0 0 0 0 0 Fond

. 500 500

9001 15 12 I-I L 100 C25/30 CLS_Tr 0 7474 0 0 0 0 0 0 Fond

. 500 500

9002 2 1 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 500 500

9002 3 2 I-I T100 C25/30 CLS_Tr 0 7185 0 0 0 0 0 0 Fond

. 500 500

9003 26 1 I-I T100 C25/30 CLS_Tr 0 8585 0 22 0 0 0 0 Fond

. 100 100

9003 8 10 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 301 301

9003 6 8 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 187 187

9003 4 6 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 670 670

9003 1 4 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 500 500

9004 8 9 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 350 350

9005 14 15 I-I T100 C25/30 CLS_Tr 0 7878 0 0 0 0 0 0 Fond

. 500 500

9005 21 13 I-I T100 C25/30 CLS_Tr 0 9598 0 0 0 0 0 0 Fond

. 129 129

9005 21 14 I-I T100 C25/30 CLS_Tr 0 7578 0 0 0 0 0 0 Fond

. 500 500

9005 20 13 I-I T100 C25/30 CLS_Tr 0 7578 0 0 0 0 0 0 Fond

. 160 160

9006 11 18 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 160 160

9006 19 12 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 500 500

9006 10 19 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 500 500

9006 10 11 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 167 167

9007 9 18 I-I L 100 C25/30 CLS_Tr 0 7675 0 0 0 0 0 0 Fond

. 314 314

9007 17 9 I-I L 100 C25/30 CLS_Tr 0 7576 0 0 0 0 0 0 Fond

. 186 186

9008 11 13 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 481 481

9009 29 4 I-I T100 C25/30 CLS_Tr 0 8585 0 2 0 0 0 0 Fond

. 100 100

9009 16 5 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 500 500

9009 4 16 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 500 500

9010 6 7 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 1000 1000

9011 2 27 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 -0 -2 0 Fond

. 100 100

9011 16 2 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 500 500

9012 14 19 I-I T100 C25/30 CLS_Tr 0 8585 0 0 0 0 0 0 Fond

. 500 500

24

Aste - Carichi

Sezione Ni Nf Cond. Tipo c. Xi QXi QYi QZi Xf QXf QYf QZf

cm

car. dist. kg/m

coppie torc.

kg*m/m

cm

car. dist. kg/m

coppie torc.

kg*m/m

Pilastro 1

40x40 1 101 Peso Proprio UnifG 0 0 0 400 380 0 0 400

Pilastro 2


Pilastro 3


Pilastro 4


Pilastro 5


Pilastro 6


Pilastro 7


Pilastro 8


Pilastro 9


Pilastro 10



Pilastro 11



Pilastro 12


Pilastro 13


Pilastro 14


Pilastro 15


Trave 19


Trave 20


Trave 21


Trave 22



Trave 23



Trave 24


Trave 25


Trave 26


Trave 27


Trave 28


Trave 29


Trave 31


25


Trave 32


Trave 101


40x60 105 103 QP Solai Solaio 0 0 0 0 26 0 0 350

26 0 0 350 39 0 0 532

39 0 0 532 500 0 0 0

40x60 105 103 QFissi Solai Solaio 0 0 0 0 26 0 0 262

26 0 0 262 39 0 0 399

39 0 0 399 500 0 0 0

40x60 105 103 QV Solai Solaio 0 0 0 0 26 0 0 350

26 0 0 350 39 0 0 532

39 0 0 532 500 0 0 0

40x60 105 103 QV SolaiPsi0 Solaio 0 0 0 0 26 0 0 350

26 0 0 350 39 0 0 532

39 0 0 532 500 0 0 0


26 0 0 315 39 0 0 478

39 0 0 478 500 0 0 0


26 0 0 280 39 0 0 425

39 0 0 425 500 0 0 0


40x60 107 105 QP Solai Solaio 0 0 0 56 670 0 0 0


40x60 107 105 QV Solai Solaio 0 0 0 56 670 0 0 0





40x60 112 107 QP Solai Solaio 0 0 0 40 488 0 0 0


40x60 112 107 QV Solai Solaio 0 0 0 40 488 0 0 0





40x60 115 112 QP Solai Solaio 0 0 0 41 500 0 0 0


40x60 115 112 QV Solai Solaio 0 0 0 41 500 0 0 0




Trave 102


40x60 102 101 QP Solai Solaio 0 0 0 38 500 0 0 0


40x60 102 101 QV Solai Solaio 0 0 0 38 500 0 0 0





40x60 103 102 QP Solai Solaio 0 0 0 41 500 0 0 0


40x60 103 102 QV Solai Solaio 0 0 0 41 500 0 0 0




Trave 103


40x60 101 104 QP Solai Solaio 0 0 0 0 500 0 0 493


40x60 101 104 QV Solai Solaio 0 0 0 0 500 0 0 493





26


40x60 104 106 QP Solai Solaio 0 0 0 55 670 0 0 0


40x60 104 106 QV Solai Solaio 0 0 0 55 670 0 0 0





40x60 106 108 QP Solai Solaio 0 0 0 0 175 0 0 169


40x60 106 108 QV Solai Solaio 0 0 0 0 175 0 0 169




Trave 104


40x60 108 109 QP Solai Solaio 0 0 0 0 350 0 0 4


40x60 108 109 QV Solai Solaio 0 0 0 0 350 0 0 4




Trave 105




40x60 2 114 QP Solai Solaio 0 0 0 41 500 0 0 0

40x60 2 113 QP Solai Solaio 0 0 0 0 129 0 0 11



40x60 2 114 QV Solai Solaio 0 0 0 41 500 0 0 0

40x60 2 113 QV Solai Solaio 0 0 0 0 129 0 0 11








40x60 114 115 QP Solai Solaio 0 0 0 38 500 0 0 0


40x60 114 115 QV Solai Solaio 0 0 0 38 500 0 0 0




Trave 106



28x40 3 102 QP Solai Solaio 0 0 0 0 490 0 0 928

490 0 0 928 531 0 0 464

28x40 3 4 QP Solai Solaio 0 0 0 55 670 0 0 55



490 0 0 696 531 0 0 348

28x40 3 4 QV Solai Solaio 0 0 0 55 670 0 0 55

28x40 3 102 QV Solai Solaio 0 0 0 0 490 0 0 928

490 0 0 928 531 0 0 464


490 0 0 928 531 0 0 464




490 0 0 835 531 0 0 418



490 0 0 743 531 0 0 371


28x40 4 5 QP Solai Solaio 0 0 0 40 488 0 0 40

27



28x40 4 5 QV Solai Solaio 0 0 0 40 488 0 0 40





28x40 114 5 QP Solai Solaio 0 0 0 464 41 0 0 928

41 0 0 928 531 0 0 500


41 0 0 696 531 0 0 375

28x40 114 5 QV Solai Solaio 0 0 0 464 41 0 0 928

41 0 0 928 531 0 0 500


41 0 0 928 531 0 0 500


41 0 0 835 531 0 0 450


41 0 0 742 531 0 0 400

Trave 107


28x40 5 106 QP Solai Solaio 0 0 0 332 53 0 0 668

53 0 0 668 208 0 0 517

208 0 0 517 496 0 0 235

496 0 0 235 721 0 0 0


53 0 0 501 208 0 0 388

208 0 0 388 496 0 0 177

496 0 0 177 721 0 0 0

28x40 5 106 QV Solai Solaio 0 0 0 332 53 0 0 668

53 0 0 668 208 0 0 517

208 0 0 517 496 0 0 235

496 0 0 235 721 0 0 0


53 0 0 668 208 0 0 517

208 0 0 517 496 0 0 235

496 0 0 235 721 0 0 0


53 0 0 601 208 0 0 466

208 0 0 466 496 0 0 212

496 0 0 212 721 0 0 0


53 0 0 534 208 0 0 414

208 0 0 414 496 0 0 188

496 0 0 188 721 0 0 0


28x40 115 5 QP Solai Solaio 0 0 0 336 53 0 0 676

53 0 0 676 730 0 0 0


53 0 0 507 730 0 0 0

28x40 115 5 QV Solai Solaio 0 0 0 336 53 0 0 676

53 0 0 676 730 0 0 0


53 0 0 676 730 0 0 0


53 0 0 608 730 0 0 0


53 0 0 541 730 0 0 0

Trave 108


28x40 3 103 QP Solai Solaio 0 0 0 336 730 0 0 336


28x40 3 103 QV Solai Solaio 0 0 0 336 730 0 0 336




Trave 109


28


28x40 3 101 QP Solai Solaio 0 0 0 0 18 0 0 134

18 0 0 134 53 0 0 393

53 0 0 393 677 0 0 393

677 0 0 393 730 0 0 0


18 0 0 101 53 0 0 294

53 0 0 294 677 0 0 294

677 0 0 294 730 0 0 0

28x40 3 101 QV Solai Solaio 0 0 0 0 18 0 0 134

18 0 0 134 53 0 0 393

53 0 0 393 677 0 0 393

677 0 0 393 730 0 0 0


18 0 0 134 53 0 0 393

53 0 0 393 677 0 0 393

677 0 0 393 730 0 0 0


18 0 0 121 53 0 0 353

53 0 0 353 677 0 0 353

677 0 0 353 730 0 0 0


18 0 0 107 53 0 0 314

53 0 0 314 677 0 0 314

677 0 0 314 730 0 0 0

Trave 110


28x40 5 112 QP Solai Solaio 0 0 0 0 40 0 0 529

40 0 0 529 490 0 0 988

490 0 0 988 531 0 0 488


40 0 0 397 490 0 0 741

490 0 0 741 531 0 0 366

28x40 5 112 QV Solai Solaio 0 0 0 0 40 0 0 529

40 0 0 529 490 0 0 988

490 0 0 988 531 0 0 488


40 0 0 529 490 0 0 988

490 0 0 988 531 0 0 488


40 0 0 476 490 0 0 889

490 0 0 889 531 0 0 439


40 0 0 423 490 0 0 790

490 0 0 790 531 0 0 390



28x40 110 111 QP Solai Solaio 0 0 0 16 167 0 0 13

28x40 110 5 QP Solai Solaio 0 0 0 38 500 0 0 41



28x40 110 5 QV Solai Solaio 0 0 0 38 500 0 0 41

28x40 110 111 QV Solai Solaio 0 0 0 16 167 0 0 13








28x40 111 6 QP Solai Solaio 0 0 0 8 160 0 0 6


28x40 111 6 QV Solai Solaio 0 0 0 8 160 0 0 6




Trave 111


29


28x40 111 113 QP Solai Solaio 0 0 0 166 6 0 0 326

6 0 0 326 514 0 0 289


6 0 0 245 514 0 0 217

28x40 111 113 QV Solai Solaio 0 0 0 166 6 0 0 326

6 0 0 326 514 0 0 289


6 0 0 326 514 0 0 289


6 0 0 293 514 0 0 260


6 0 0 261 514 0 0 231

Trave 112



28x40 0 3 QP Solai Solaio 0 0 0 682 126 0 0 674

126 0 0 674 182 0 0 0

28x40 0 3 QP Solai Solaio 0 0 0 696 182 0 0 709



126 0 0 505 182 0 0 0

28x40 0 3 QV Solai Solaio 0 0 0 682 126 0 0 674

126 0 0 674 182 0 0 0

28x40 0 3 QV Solai Solaio 0 0 0 696 182 0 0 709



126 0 0 674 182 0 0 0


126 0 0 606 182 0 0 0




126 0 0 539 182 0 0 0


28x40 104 0 QP Solai Solaio 0 0 0 706 350 0 0 682


28x40 104 0 QV Solai Solaio 0 0 0 706 350 0 0 682





28x40 105 0 QP Solai Solaio 0 0 0 0 56 0 0 674

56 0 0 674 350 0 0 696


56 0 0 506 350 0 0 522

28x40 105 0 QV Solai Solaio 0 0 0 0 56 0 0 674

56 0 0 674 350 0 0 696


56 0 0 674 350 0 0 696


56 0 0 607 350 0 0 626


56 0 0 539 350 0 0 557

Trave 113



28x40 0 4 QP Solai Solaio 0 0 0 1158 126 0 0 1158

126 0 0 1158 181 0 0 488

28x40 0 4 QP Solai Solaio 0 0 0 1017 141 0 0 1158

141 0 0 1158 182 0 0 670


141 0 0 868 182 0 0 503


126 0 0 868 181 0 0 366

28x40 0 4 QV Solai Solaio 0 0 0 1158 126 0 0 1158

126 0 0 1158 181 0 0 488

28x40 0 4 QV Solai Solaio 0 0 0 1017 141 0 0 1158

30


141 0 0 1158 182 0 0 670


141 0 0 1158 182 0 0 670


126 0 0 1158 181 0 0 488


126 0 0 1042 181 0 0 439


141 0 0 1042 182 0 0 603


126 0 0 926 181 0 0 390


141 0 0 926 182 0 0 536


28x40 106 0 QP Solai Solaio 0 0 0 0 55 0 0 725

55 0 0 725 350 0 0 1017


55 0 0 544 350 0 0 763

28x40 106 0 QV Solai Solaio 0 0 0 0 55 0 0 725

55 0 0 725 350 0 0 1017


55 0 0 725 350 0 0 1017


55 0 0 653 350 0 0 916


55 0 0 580 350 0 0 814


28x40 107 0 QP Solai Solaio 0 0 0 670 40 0 0 1158

40 0 0 1158 350 0 0 1158


40 0 0 868 350 0 0 868

28x40 107 0 QV Solai Solaio 0 0 0 670 40 0 0 1158

40 0 0 1158 350 0 0 1158


40 0 0 1158 350 0 0 1158


40 0 0 1042 350 0 0 1042


40 0 0 926 350 0 0 926

Trave 114


28x40 108 110 QP Solai Solaio 0 0 0 169 4 0 0 522

4 0 0 522 344 0 0 790

344 0 0 327 350 0 0 326


4 0 0 392 344 0 0 593

344 0 0 245 350 0 0 245

28x40 108 110 QV Solai Solaio 0 0 0 169 4 0 0 522

4 0 0 522 344 0 0 790

344 0 0 327 350 0 0 326


4 0 0 522 344 0 0 790

344 0 0 327 350 0 0 326


4 0 0 470 344 0 0 711

344 0 0 294 350 0 0 294


4 0 0 418 344 0 0 632

344 0 0 261 350 0 0 261


28x40 110 2 QP Solai Solaio 0 0 0 166 41 0 0 663

41 0 0 663 521 0 0 629

521 0 0 629 531 0 0 500


41 0 0 497 521 0 0 472

521 0 0 472 531 0 0 375

28x40 110 2 QV Solai Solaio 0 0 0 166 41 0 0 663

31


41 0 0 663 521 0 0 629

521 0 0 629 531 0 0 500


41 0 0 663 521 0 0 629

521 0 0 629 531 0 0 500


41 0 0 597 521 0 0 566

521 0 0 566 531 0 0 450


41 0 0 531 521 0 0 503

521 0 0 503 531 0 0 400

Trave 115


28x40 6 1 QP Solai Solaio 0 0 0 160 508 0 0 160


28x40 6 1 QV Solai Solaio 0 0 0 160 508 0 0 160





28x40 109 6 QP Solai Solaio 0 0 0 350 346 0 0 327

346 0 0 327 354 0 0 160

354 0 0 160 362 0 0 0


346 0 0 245 354 0 0 120

354 0 0 120 362 0 0 0

28x40 109 6 QV Solai Solaio 0 0 0 350 346 0 0 327

346 0 0 327 354 0 0 160

354 0 0 160 362 0 0 0


346 0 0 327 354 0 0 160

354 0 0 160 362 0 0 0


346 0 0 294 354 0 0 144

354 0 0 144 362 0 0 0


346 0 0 262 354 0 0 128

354 0 0 128 362 0 0 0

Fondazione 9001

L 100 3 28 Peso Proprio UnifG 0 0 0 1600 120 0 0 1600





Fondazione 9002

T100 2 1 Peso Proprio UnifG 0 0 0 1600 480 0 0 1600


Fondazione 9003






Fondazione 9004


Fondazione 9005





Fondazione 9006





Fondazione 9007


32



Fondazione 9008


Fondazione 9009




Fondazione 9010


Fondazione 9011



Fondazione 9012


Tabella solai tipo

Sol.

N° Descrizione Spessore QP QF

QVar

. ψ0 ψ1 ψ2

Luce

nett

a

Def %QX %QY

cm kg/mq kg/mq kg/m

q

1 Tetti e

Coperture 20 200 150 200 1.00 0.90 0.80 No No 100 0

Dati solai

Solaio

n° Nodi Tipo

0 115-112-5 Tetti e Coperture


0 4-3-0-104-106-0 Tetti e Coperture


0 3-101-104-0 Tetti e Coperture

0 111-110-108-109-6 Tetti e Coperture





0 107-0-4-5-112 Tetti e Coperture


0 107-105-0-3-4-0 Tetti e Coperture



TABULATI DI VERIFICA

L'esito di ogni elaborazione viene sintetizzato nei disegni e schemi grafici allegati, che evidenziano i valori numerici nei punti e/o nelle sezioni significative, ai fini della valutazione del comportamento

33

complessivo della struttura, e quelli necessari ai fini delle verifiche di misura della sicurezza.

Di seguito si riportano le tabelle relative a:

• Forze sismiche e masse

• Spostamenti Relativi dei nodi (SLD)

• Fattori di partecipazione e masse modali

• Massime tensioni sul terreno aste

• Massimi spostamenti dei nodi

• Massime reazioni vincolari

• Massimi spostamenti degli impalcati

• Massimi spostamenti degli impalcati (SLD)

• Massime sollecitazioni travi

• Massime sollecitazioni pilastri

• Massime sollecitazioni travi di fondazione

Risultati Analisi Dinamica - Baricentri masse e masse

Scenario di calcolo : Set_NT_SLVA2STR/GEO

Combinazione masse 1

Piano Rigido Massa X Y Z

kg cm cm cm

0 No 0 0 0 0

1 Si 195974 665 1075 440



kg cm cm cm

0 No 0 0 0 0

1 Si 195974 731 1183 440



kg cm cm cm

0 No 0 0 0 0

1 Si 195974 665 1292 440



kg cm cm cm

0 No 0 0 0 0

1 Si 195974 600 1183 440

Verifica Degli Spostamenti Relativi

34

Scenario di calcolo : Set_NT_SLE_SLD

Inter

p. Comb. ηXv ηXh ηYv ηYh Nodo1 Nodo2 η ηAmm Ver.

mm mm mm mm mm mm

0-1 (8+9)-I-4 0.11 4.03 0.24 1.10 1 101 4.14 19.00 Si

0-1 (8+9)-III-3 0.23 4.05 0.52 1.18 2 102 4.28 19.00 Si

0-1 (8+9)-III-3 0.30 3.98 0.20 1.50 3 103 4.28 19.00 Si

0-1 (8+9)-I-4 0.40 3.81 0.18 1.12 4 104 4.21 19.00 Si

0-1 (8+9)-I-4 0.73 3.77 0.07 0.17 5 105 4.50 19.00 Si

0-1 (8+9)-I-4 0.62 3.46 0.01 1.13 6 106 4.09 19.00 Si

0-1 (8+9)-V-3 0.88 3.47 0.15 0.22 7 107 4.35 19.00 Si

0-1 (8+9)-V-3 0.57 3.51 0.04 1.52 8 108 4.08 19.00 Si

0-1 (8+9)-V-3 0.46 3.49 0.38 1.92 9 109 3.95 19.00 Si

0-1 (8+9)-VII-4 0.16 3.44 0.09 0.09 10 0 3.60 19.00 Si

0-1 (8+9)-VII-4 0.16 3.46 0.18 0.18 11 0 3.62 19.00 Si

0-1 (8+9)-VII-4 0.83 3.88 0.33 0.49 12 112 4.71 19.00 Si

0-1 (8+9)-VII-4 0.09 4.36 0.14 0.20 13 113 4.45 19.00 Si

0-1 (8+9)-VII-4 0.13 4.47 0.58 0.52 14 114 4.60 19.00 Si

0-1 (8+9)-VII-4 0.06 4.45 0.40 0.50 15 115 4.51 19.00 Si

1-1 (8+9)-V-3 0.29 0.61 0.06 0.08 0 110 0.89 9.00 Si

1-1 (8+9)-V-3 0.21 0.61 0.08 0.06 0 111 0.82 9.00 Si

Periodi di vibrazione e Masse modali


Posizione masse 1

Numero di Frequenze calcolate =15, filtrate=9

N T(s) Coeff. Partecipazione Masse Modali Percentuali

kgm*g

Dir=0° Dir=90° Dir=0° Dir=90° Dir=0° Dir=90°

1(1) 0.2531 138.326 -13.549 187640 1800 95.75 0.92

2(2) 0.2301 -13.694 -139.965 1839 192115 0.94 98.03

3(3) 0.1994 17.953 -0.705 3161 5 1.61 0.00

4(4) 0.1147 4.765 0.490 223 2 0.11 0.00

5(5) 0.0905 0.953 -5.718 9 321 0.00 0.16

6(6) 0.0849 -13.852 1.283 1882 16 0.96 0.01

7(8) 0.0795 8.723 -1.493 746 22 0.38 0.01

8(10) 0.0712 0.150 -9.546 0 894 0.00 0.46

9(12) 0.0697 0.305 6.617 1 429 0.00 0.22

Somma delle Masse Modali [kgm*g] 195501 195604

Masse strutturali libere [kgm*g] 195974 195974

Percentuale 99.76 99.81 99.76 99.81

Posizione masse 2



kgm*g


1(1) 0.2526 138.283 -18.478 187525 3348 95.69 1.71

35


2(2) 0.2316 -20.922 -136.444 4293 182571 2.19 93.16

3(3) 0.1979 -9.578 28.406 900 7913 0.46 4.04

4(5) 0.0882 4.160 -6.657 170 435 0.09 0.22

5(6) 0.0852 -10.459 -4.319 1073 183 0.55 0.09

6(8) 0.0799 -10.630 1.780 1108 31 0.57 0.02

7(9) 0.0786 -4.780 5.402 224 286 0.11 0.15

8(12) 0.0683 1.071 10.079 11 996 0.01 0.51



Percentuale 99.66 99.89 99.66 99.89

Posizione masse 3



kgm*g


1(1) 0.2580 135.625 -10.091 180385 999 92.05 0.51

2(2) 0.2303 -9.227 -140.146 835 192611 0.43 98.28

3(3) 0.1938 33.859 3.478 11242 119 5.74 0.06

4(4) 0.1153 6.419 -2.153 404 45 0.21 0.02

5(5) 0.0927 -7.542 7.605 558 567 0.28 0.29

6(6) 0.0851 -9.849 -5.191 951 264 0.49 0.13

7(7) 0.0814 -3.085 4.932 93 239 0.05 0.12

8(9) 0.0759 10.585 0.595 1099 3 0.56 0.00

9(12) 0.0661 -0.871 9.092 7 811 0.00 0.41



Percentuale 99.80 99.84 99.80 99.84

Posizione masse 4



kgm*g


1(1) 0.2524 139.355 -9.897 190443 961 97.18 0.49

2(2) 0.2327 -7.536 -136.323 557 182245 0.28 92.99

3(3) 0.1981 12.038 32.882 1421 10603 0.73 5.41

4(4) 0.1164 7.420 -1.035 540 11 0.28 0.01

5(5) 0.0932 -4.572 7.715 205 584 0.10 0.30

6(6) 0.0862 12.182 -1.085 1455 12 0.74 0.01

7(8) 0.0796 -7.066 0.210 490 0 0.25 0.00

8(9) 0.0772 6.613 4.789 429 225 0.22 0.11

9(12) 0.0681 -1.524 9.865 23 954 0.01 0.49



Percentuale 99.79 99.81 99.79 99.81

Risultati Analisi Dinamica - Massime tensioni sul terreno aste


36

Asta N.in. N.fin. 0/5 1/5 2/5 3/5 4/5 5/5

kg/cmq kg/cmq kg/cmq kg/cmq kg/cmq kg/cmq

9001 15 12 0.54(2) 0.52(2) 0.51(2) 0.52(2) 0.53(2) 0.54(2)

9001 7 5 0.60(2) 0.58(2) 0.56(2) 0.55(2) 0.56(2) 0.56(2)

9001 12 7 0.54(2) 0.55(2) 0.56(2) 0.57(2) 0.59(2) 0.60(2)

9001 5 3 0.56(2) 0.54(2) 0.52(2) 0.50(2) 0.48(2) 0.47(2)

9001 3 28 0.47(2) 0.47(2) 0.47(2) 0.47(2) 0.47(2) 0.47(2)

9002 3 2 0.47(2) 0.43(2) 0.41(2) 0.40(2) 0.39(2) 0.40(2)

9002 2 1 0.40(2) 0.38(2) 0.37(2) 0.37(2) 0.38(2) 0.39(2)

9003 4 6 0.45(2) 0.44(2) 0.44(2) 0.45(2) 0.47(2) 0.49(2)

9003 26 1 0.40(2) 0.40(2) 0.40(2) 0.39(2) 0.39(2) 0.39(2)

9003 6 8 0.49(2) 0.49(2) 0.47(2) 0.46(2) 0.46(2) 0.47(2)

9003 1 4 0.39(2) 0.40(2) 0.40(2) 0.42(2) 0.44(2) 0.45(2)

9003 8 10 0.47(2) 0.47(2) 0.46(2) 0.45(2) 0.45(2) 0.44(2)

9004 8 9 0.46(2) 0.43(2) 0.40(2) 0.37(2) 0.35(2) 0.32(2)

9005 20 13 0.46(2) 0.46(2) 0.45(2) 0.45(2) 0.45(2) 0.44(2)

9005 21 14 0.43(2) 0.42(2) 0.42(2) 0.43(2) 0.44(2) 0.46(2)

9005 21 13 0.43(2) 0.43(2) 0.44(2) 0.44(2) 0.44(2) 0.45(2)

9005 14 15 0.46(2) 0.46(2) 0.46(2) 0.48(2) 0.50(2) 0.54(2)

9006 11 18 0.40(2) 0.38(2) 0.37(2) 0.36(2) 0.35(2) 0.34(2)

9006 10 11 0.44(2) 0.44(2) 0.43(2) 0.42(2) 0.41(2) 0.40(2)

9006 10 19 0.44(2) 0.42(2) 0.38(2) 0.34(2) 0.31(2) 0.29(2)

9006 19 12 0.29(2) 0.29(2) 0.32(2) 0.37(2) 0.44(2) 0.52(2)

9007 17 9 0.32(2) 0.33(2) 0.33(2) 0.34(2) 0.34(2) 0.34(2)

9007 9 18 0.34(2) 0.35(2) 0.35(2) 0.36(2) 0.36(2) 0.36(2)

9008 11 13 0.42(2) 0.40(2) 0.40(2) 0.40(2) 0.41(2) 0.44(2)

9009 29 4 0.48(2) 0.47(2) 0.46(2) 0.44(2) 0.43(2) 0.42(2)

9009 16 5 0.25(2) 0.26(2) 0.30(2) 0.36(2) 0.44(2) 0.54(2)

9009 4 16 0.42(2) 0.36(2) 0.31(2) 0.27(2) 0.25(2) 0.25(2)

9010 6 7 0.46(2) 0.35(2) 0.28(2) 0.29(2) 0.39(2) 0.57(2)

9011 2 27 0.38(2) 0.39(2) 0.39(2) 0.40(2) 0.41(2) 0.42(2)

9011 16 2 0.24(2) 0.26(2) 0.28(2) 0.31(2) 0.34(2) 0.38(2)

9012 14 19 0.44(2) 0.39(2) 0.35(2) 0.32(2) 0.30(2) 0.29(2)

Risultati Analisi Dinamica - Spostamenti massimi - Nodi


la tripletta (Cb [-SubC-Cbm]) indica la Combinazione - SottoCombinazione sismica

- Posizione Masse, nel caso non sismico mancano SubC-Cbm

Nodo Trasl. X Trasl. Y Trasl. Z Rotaz. X Rotaz. Y Rotaz. Z

mm mm mm mrad mrad mrad

0 2.33(5-I-3) 2.12(6-I-2) -1.96(2) -0.27(6-I-

2)

-0.31(5-II-

3)

0.13(5-II-

3)

0 -2.38(5-II-

4) 1.98(6-I-4) -6.62(2) -0.25(2) 0.39(2)

-0.14(5-I-

3)

0 -2.47(5-II-

4) 1.92(6-I-1) -6.22(2) -0.29(2) -0.59(2)

0.13(5-II-

3)

0 -2.33(5-II-

4)

-2.01(6-II-

3) -6.42(2) -0.15(2) -0.07(2)

-0.08(5-I-

3)

0 -2.47(5-II-

1) 2.17(6-I-1) -5.38(2) 0.07(6-I-1) -0.06(2)

0.06(5-II-

3)

0 -2.55(5-II-

1) 2.07(6-I-4) -5.41(2)

0.15(5-II-

1) 0.24(2)

0.20(5-II-

3)

0 -2.65(5-II- 2.01(6-I-1) -5.22(2) 0.14(5-I-1) -0.39(2) -0.20(5-I-

37


1) 3)

0 2.32(5-I-3) 2.00(6-I-2) -2.22(2) -0.19(8-I-

2)

-0.27(5-II-

3)

0.14(5-II-

3)

1 0.00(1) 0.00(1) -1.94(2) 0.10(8-II-

4) 0.16(5-I-1) 0.00(1)

1 2.76(5-I-3) 2.20(6-I-2) -2.02(5-I-

3)

0.47(6-II-

2)

-0.37(5-II-

3)

-0.15(5-I-

3)

2 2.82(5-I-3) 2.04(6-I-2) -2.43(2) 0.47(6-II-

2)

-0.28(5-II-

3)

-0.09(5-I-

3)

2 0.00(1) 0.00(1) -1.91(2) 0.19(6-II-

1)

-0.10(5-II-

1) 0.00(1)

3 -2.64(5-II-

1) 2.12(6-I-1) -5.41(2) -0.19(2)

-0.07(5-II-

1)

-0.08(5-I-

3)

3 0.00(1) 0.00(1) -2.33(2) -0.10(6-I-

1)

-0.27(5-II-

1) 0.00(1)

4 -2.48(5-II-

4) 1.95(6-I-3) -6.44(2) -0.07(2) -0.20(2)

-0.08(5-I-

3)

4 0.00(1) 0.00(1) -2.13(2) 0.04(7-I-1) 0.29(2) 0.00(1)

5 -2.69(5-II-

3)

-2.00(6-II-

3) -5.62(2) 0.32(2) -0.64(2)

0.11(5-II-

3)

5 0.00(1) 0.00(1) -2.77(2) -0.07(6-I-

1) -0.48(2) 0.00(1)

6 -2.61(7-II-

3) 2.49(6-I-2) -1.65(2)

-0.27(6-II-

2)

-0.25(5-II-

3)

0.14(5-II-

3)

6 0.00(1) 0.00(1) -2.35(2) -0.04(6-I-

2) 0.30(2) 0.00(1)

7 0.00(1) 0.00(1) -2.94(2) -0.05(2) -0.52(2) 0.00(1)

8 0.00(1) 0.00(1) -2.26(2) 0.05(6-II-

2)

-0.18(5-II-

3) 0.00(1)

9 0.00(1) 0.00(1) -1.55(2) -0.08(6-I-

2)

-0.22(5-II-

3) 0.00(1)

10 0.00(1) 0.00(1) -2.20(2) 0.06(6-II-

2) 0.06(7-I-3) 0.00(1)

11 0.00(1) 0.00(1) -1.96(2) 0.06(6-II-

2)

-0.18(5-II-

3) 0.00(1)

12 0.00(1) 0.00(1) -2.67(2) -0.04(8-I-

3) -0.44(2) 0.00(1)

13 0.00(1) 0.00(1) -2.19(2) -0.14(6-I-

2) 0.11(5-I-3) 0.00(1)

14 0.00(1) 0.00(1) -2.20(2) -0.24(2) -0.08(5-II-

3) 0.00(1)

15 0.00(1) 0.00(1) -2.70(2) -0.20(6-I-

3)

-0.28(5-II-

3) 0.00(1)

16 0.00(1) 0.00(1) -1.17(2) 0.09(2) -0.05(2) 0.00(1)

17 0.00(1) 0.00(1) -1.46(2) -0.09(6-I-

2)

-0.21(5-II-

3) 0.00(1)

18 0.00(1) 0.00(1) -1.66(2) -0.06(6-I-

2)

-0.19(5-II-

3) 0.00(1)

19 0.00(1) 0.00(1) -1.42(2) -0.07(2) 0.04(2) 0.00(1)

20 0.00(1) 0.00(1) -2.25(2) -0.14(6-I-

2) 0.10(5-I-3) 0.00(1)

21 0.00(1) 0.00(1) -2.10(2) -0.15(6-I-

2) 0.10(5-I-2) 0.00(1)

26 0.00(1) 0.00(1) -1.95(2) 0.10(8-II-

4) 0.16(5-I-1) 0.00(1)

27 0.00(1) 0.00(1) -2.08(2) 0.19(6-II-

1)

-0.10(5-II-

1) 0.00(1)

28 0.00(1) 0.00(1) -2.30(2) -0.10(6-I-

1)

-0.27(5-II-

1) 0.00(1)

29 0.00(1) 0.00(1) -2.41(2) 0.04(7-I-1) 0.28(2) 0.00(1)

101 -2.53(5-II- -2.10(6-II- -1.77(2) -0.50(6-I- -0.42(5-II- -0.08(5-I-

38


1) 2) 2) 1) 3)

102 -2.67(5-II-

1)

-2.30(6-II-

1) -1.74(2)

-0.83(6-I-

3) 0.14(5-I-1)

-0.07(5-I-

3)

103 -2.70(5-II-

1)

-2.24(6-II-

4) -2.16(2)

-0.52(6-I-

4) 0.40(5-I-1)

-0.09(6-I-

4)

104 2.74(5-I-1) -2.09(6-II-

2) -2.01(2)

0.11(6-II-

4)

-0.69(5-II-

1)

-0.20(5-I-

3)

105 -3.05(5-II-

1)

-2.13(6-II-

4) -2.63(2)

0.13(6-II-

4) 0.62(5-I-1)

0.20(5-II-

3)

106 2.82(5-I-2) -1.93(6-II-

2) -2.19(2)

-0.08(6-I-

2)

-0.68(5-II-

4)

-0.08(5-I-

3)

107 -3.14(5-II-

4) 2.20(6-I-4) -2.75(2)

0.18(6-II-

4) 0.75(5-I-4)

0.09(7-II-

3)

108 2.79(5-I-2) 1.94(6-I-2) -2.24(2) -0.14(6-I-

2)

-0.32(5-II-

3) 0.17(5-I-1)

109 2.67(5-I-2) 2.38(6-I-2) -1.53(2) -0.54(6-I-

2)

-0.23(5-II-

3)

0.18(6-II-

4)

110 -2.66(5-II-

3) 2.16(6-I-2) -2.19(2) -0.36(2) -0.43(2)

0.14(5-II-

3)

111 -2.61(7-II-

3) 2.33(6-I-2) -1.95(2) -0.29(2)

-0.24(5-II-

3)

0.14(5-II-

3)

112 -3.25(5-II-

3) 2.35(6-I-4) -2.41(2)

-0.12(6-I-

3) 1.11(5-I-3)

-0.20(6-I-

4)

113 2.76(5-I-3) 2.12(6-I-2) -2.06(2) 0.47(6-II-

2)

-0.45(5-II-

3)

0.14(5-II-

3)

114 2.86(5-I-3) 2.40(6-I-3) -2.02(2) 0.83(6-II-

1)

-0.21(5-II-

3)

-0.13(5-I-

3)

115 -2.78(5-II-

3) 2.37(6-I-4) -2.46(2)

0.53(6-II-

4) 0.53(5-I-3)

-0.16(5-I-

3)

Risultati Analisi Dinamica - Reazioni massime - Nodi


Nodo Rx Ry Rz Mx My Mz

kg kg kg kg*m kg*m kg*m

1 -2810(5-I-1) 3120(6-II-2) 0 0 0 -625(5-II-1)

2 3224(5-II-1) 3167(6-II-1) 0 0 0 -578(5-II-1)

3 -2692(7-I-1) 3403(6-II-4) 0 0 0 4622(6-II-4)

4 -2912(5-I-1) 2610(6-II-2) 0 0 0 545(6-I-1)

5 3322(5-II-1) -2647(6-I-4) 0 0 0 4037(6-II-4)

6 -3810(5-I-2) 2604(6-II-2) 0 0 0 474(8-I-3)

7 3763(5-II-4) -3084(6-I-4) 0 0 0 -4431(6-I-4)

8 -1768(5-I-2) 1740(6-II-2) 0 0 0 305(6-I-3)

9 -2108(5-I-2) -1265(6-I-2) 0 0 0 1145(8-I-2)

10 -1232(5-I-3) -1706(6-I-2) 0 0 0 -277(6-II-1)

11 -1298(5-I-3) -1666(6-I-2) 0 0 0 -226(8-II-1)

12 3558(5-II-3) -2843(6-I-4) 0 0 0 -2483(6-I-4)

13 -3295(5-I-3) -2377(6-I-2) 0 0 0 -537(5-I-3)

14 -3841(5-I-3) -3107(6-I-3) 0 0 0 -600(5-I-3)

15 2937(5-II-3) -3123(6-I-4) 0 0 0 -4892(6-I-4)

16 0 0 0 0 0 0

17 334(5-I-3) 0 0 0 0 39(5-I-3)

18 312(6-I-2) 0 0 0 0 -256(5-II-3)

19 0 0 0 0 0 0

20 0 0 0 0 0 0

39

Nodo Rx Ry Rz Mx My Mz

21 0 0 0 0 0 0

26 0 0 0 0 0 0

27 0 0 0 0 0 0

28 -211(2) 17(2) 0 0 0 -131(2)

29 0 0 0 0 0 0

Risultati Analisi Dinamica - Spostamenti massimi - Impalcati




Piano Trasl. X Trasl. Y Trasl. Z Rotaz. X Rotaz. Y Rotaz. Z


1 -2.28(5-

II-4)

1.94(6-I-

1) -3.47(2-1) 0.00(1-1) 0.00(1-1)

-0.07(5-I-

3)

Risultati Analisi Dinamica - Spostamenti massimi - Impalcati (SLD)




Piano Trasl. X Trasl. Y Trasl. Z Rotaz. X Rotaz. Y Rotaz. Z


1 -3.47(8-

II-4)

2.93(9-I-

1) -2.53(1-1) 0.00(1-1) 0.00(1-1)

-0.10(8-I-

3)

Risultati Analisi Dinamica - Sollecitazioni massime - Inviluppi - Travi


Asta N.in. N Ty Tz Mt My Mz

N.fin. kg kg kg kg*m kg*m kg*m

19 108 6403(6-

II-1)

447(5-I-

3)

-1023(6-

II-2) 142(2)

987(8-II-

2)

612(5-I-

3)

0 6403(6-

II-1)

447(5-I-

3)

1280(8-I-

2) 142(2)

1561(8-I-

2)

-731(5-I-

3)

20 0 -747(5-I-

3)

-363(6-I-

4)

2629(5-I-

3)

-247(6-I-

2)

-2234(5-

I-3)

-500(5-I-

3)

0 -747(5-I-

3)

-363(6-I-

4)

3296(5-I-

3)

-247(6-I-

2)

2712(5-I-

3)

-235(8-

II-4)

21 0 2552(6-I-

2)

-50(6-II-

4)

-1488(6-

II-2)

-79(5-II-

3)

2123(6-

II-2)

-135(6-

II-1)

113 2552(6-I-

2)

-50(6-II-

4)

1078(8-I-

2)

-79(5-II-

3)

-1562(6-

II-2)

107(6-II-

4)

40


22 0 20925(2) -19(6-I-

1)

-189(7-

II-1)

17(6-II-

1) -617(2)

-59(6-I-

1)

104 20925(2) -19(6-I-

1) 590(2)

17(6-II-

1)

991(5-I-

1) 38(8-I-1)

22 105 20760(2) 19(6-I-1) -586(2) 16(8-I-1) 1000(5-

II-1)

-38(6-II-

1)

0 20760(2) 19(6-I-1) 197(7-I-

1) 16(8-I-1) -607(2)

-57(6-I-

1)

23 0 26495(2) 21(6-II-

3)

-126(7-

II-2)

23(6-II-

2) -771(2) 52(2)

106 26495(2) 21(6-II-

3) 630(2)

23(6-II-

2) 924(2)

-56(6-II-

3)

23 107 29809(2) -25(6-II-

3) -655(2)

-33(6-II-

4)

1125(5-

II-4)

-67(6-II-

4)

0 29809(2) -25(6-II-

3)

182(7-I-

4)

-33(6-II-

4) -846(2) 60(2)

24 0 8857(2) -78(5-I-

3) -1437(2)

-82(5-I-

3)

2003(6-

II-2)

-233(5-I-

3)

2 8857(2) -78(5-I-

3)

768(8-I-

2)

-82(5-I-

3)

-1435(6-

II-2)

155(5-I-

3)

25 0 3739(5-I-

1)

86(6-II-

1) -503(2)

-12(5-II-

1)

281(5-I-

1)

48(6-II-

1)

0 3845(5-I-

1)

86(6-II-

1)

-313(5-I-

1)

-12(5-II-

1) -617(2)

-156(5-I-

1)

26 0 3958(5-

II-1)

-87(5-II-

1) -467(2) 17(5-I-1)

264(5-II-

1)

-46(6-II-

1)

0 4064(5-

II-1)

-87(5-II-

1)

-292(5-

II-1) 17(5-I-1) -568(2)

159(5-II-

1)

27 0 4640(5-I-

2)

-70(6-I-

3) -831(2)

-15(6-I-

3) 447(2)

-43(6-I-

3)

0 4746(5-I-

2)

-70(6-I-

3) -624(2)

-15(6-I-

3) -1106(2) 109(2)

28 0 2931(7-

II-4) 84(6-I-4) -867(2) 18(6-I-4) 535(2) 46(6-I-3)

0 3037(7-

II-4) 84(6-I-4) -660(2) 18(6-I-4) -1093(2) -138(2)

29 0 -1510(5-

II-4) -104(2) 207(2)

-6(5-II-

1)

-144(5-I-

4) -55(2)

4 -1349(5-

II-4) -104(2) 207(2)

-6(5-II-

1) 276(2) 133(2)

31 0 -2421(2) 127(2) -122(5-

II-1)

-11(5-I-

1)

140(5-II-

1) 31(6-I-1)

3 -2211(2) 127(2) -122(5-

II-1)

-11(5-I-

1)

-79(5-II-

1) -214(2)

32 108 -4541(2) -22(2) -470(2) -54(2) 763(2) -62(2)

5 -4347(5-

I-3) -22(2) 254(1) -54(2) 99(7-I-3) 75(2)

101 105 0 391(6-I-

4) -6807(2)

554(5-I-

1)

5693(6-I-

4)

710(6-I-

4)

103 0 391(6-I-

4)

2523(6-

II-4)

554(5-I-

1)

-5187(6-

I-4)

-1168(6-

I-4)

101 107 0 -149(6-

II-4) -2545(1)

389(5-I-

3)

3332(8-I-

4)

-360(6-

II-4)

105 0 -149(6-

II-4) 3424(2)

389(5-I-

3)

5556(6-

II-4)

642(6-II-

4)

101 112 0 507(2) -3048(6-

I-4) 916(2)

5450(6-I-

4) 1621(2)

107 0 507(2) 2067(8-

II-4) 916(2)

3179(8-

II-4)

-915(6-I-

4)

101 115 0 -687(2) -1523(8-

I-4)

-1243(5-

I-2)

-6729(6-

II-4) -1851(2)

41


112 0 -687(2) 3995(2) -1243(5-

I-2)

4357(6-

II-4) 1446(2)

102 102 0 592(2) -4387(2) 818(6-I-

4)

6293(5-

II-1) 1394(2)

101 0 592(2) 1444(7-I-

1)

818(6-I-

4)

-6576(5-

II-1) -1448(2)

102 103 0 -560(2) -1547(7-

II-1)

-732(6-I-

2)

-6036(5-

I-1) -1341(2)

102 0 -560(2) 4081(2) -732(6-I-

2)

5959(5-I-

1) 1348(2)

103 101 0 -411(6-I-

2)

-2156(6-

II-2)

-546(5-

II-1)

-5454(6-

I-2) -1237(2)

104 0 -411(6-I-

2) 6906(2)

-546(5-

II-1)

5839(6-I-

2)

782(6-I-

2)

103 104 0 133(6-II-

2) -3578(2)

-465(5-I-

1)

5484(6-

II-2)

612(6-II-

2)

106 0 133(6-II-

2) 2438(1)

-465(5-I-

1)

3322(8-I-

2)

-280(6-

II-2)

103 106 0 1422(5-

II-1)

-2932(8-

II-2) 1842(2)

2313(8-

II-2)

2008(5-

II-1)

108 0 1422(5-

II-1)

3238(6-I-

2) 1842(2)

3702(6-I-

2)

-971(7-

II-2)

104 108 0 -467(6-I-

2)

-2320(5-

II-4)

-1197(6-

I-2)

3448(5-

II-4)

-930(6-I-

2)

109 0 -467(6-I-

2)

1926(7-I-

4)

-1197(6-

I-2)

2607(5-I-

3)

704(6-I-

2)

105 1 0 539(6-I-

2) 1420(2)

349(6-I-

2) -252(2) 617(2)

113 0 539(6-I-

2) 2822(2)

349(6-I-

2) 3559(2)

-372(6-I-

2)

105 2 0 1449(8-

II-2) 8478(2)

-1133(6-

I-2)

-5957(5-

II-3)

906(6-II-

1)

113 0 1449(8-

II-2) 9350(2)

-1133(6-

I-2)

8382(5-I-

3)

967(6-I-

2)

105 2 0 -606(2) -1495(7-

I-3)

-834(6-

II-4)

-5975(5-

II-3) -1603(2)

114 0 -606(2) 4432(2) -834(6-

II-4)

7849(5-

II-3)

1434(5-

II-3)

105 114 0 763(2) -5282(2) 781(6-II-

2)

7093(5-I-

3) 1768(2)

115 0 763(2) -1874(5-

I-3)

781(6-II-

2)

-9186(5-

I-3) -1895(2)

106 3 1286(2) -3(7-I-1) -2956(2) -11(5-I-

1) 2889(2) -9(7-I-1)

102 -2330(2) -3(7-I-1) 6689(2) -11(5-I-

1) 5322(2)

-7(5-II-

1)

106 3 0 0 -1130(2) -15(2) 1258(2) -3(5-II-

1)

4 0 0 1107(2) -15(2) 1182(2) 2(5-I-3)

106 4 0 -17(2) -661(2) -55(2) 391(2) -29(2)

5 0 -17(2) 678(2) -55(2) 434(2) 52(2)

106 114 -2830(2) 21(2) -7784(2) 70(2) 6611(2) 41(2)

5 2414(2) 21(2) 6203(2) 70(2) 5400(2) -65(2)

107 5 1718(2) -5(2) -6791(2) -30(5-I-

2) 7082(2) -30(2)

106 -971(2) -5(2) 3450(2) -30(5-I-

2) 5327(2) 5(5-II-2)

107 115 -1722(2) 6(2) -6877(2) 64(5-I-3) 7278(2) 17(2)

5 960(2) 6(2) 3238(2) 64(5-I-3) 4597(2) -24(5-I-

3)

108 3 1291(2) 4(6-I-4) -4822(2) 19(6-I-4) 5443(2) 16(6-I-4)

42


103 -1291(2) 4(6-I-4) 4922(2) 19(6-I-4) 5793(2) -12(2)

109 3 1391(2) -4(6-I-2) -5201(2) 17(6-II-

2) 6269(2)

-15(6-I-

2)

101 -1391(2) -4(6-I-2) 5299(2) 17(6-II-

2) 6614(2) 11(2)

110 5 2335(2) 6(6-I-1) -5751(2) 70(2) 4630(2) 12(6-I-1)

112 -2956(2) 6(6-I-1) 8357(2) 70(2) 7064(2) -17(6-I-

1)

110 110 0 -21(5-I-

3) -858(2)

34(5-II-

3) 852(2)

-24(5-I-

3)

111 0 -21(5-I-

3) -570(2)

34(5-II-

3) -338(2)

10(6-II-

2)

110 110 0 -11(2) -772(2) -94(2) 860(2) -34(2)

5 0 -11(2) 552(2) -94(2) 305(2) 20(2)

110 111 0 20(6-I-2) -168(2) 40(5-II-

3)

65(5-II-

3) 19(6-I-2)

6 0 20(6-I-2) 102(8-II-

2)

40(5-II-

3)

-38(6-I-

2)

-16(6-I-

2)

111 111 1207(2) -6(2) -3137(2) -27(7-II-

3) 2453(2) -30(2)

113 -1170(2) -6(2) 2957(2) -27(7-II-

3) 2245(2) 5(5-II-2)

112 0 -829(2) 86(2) -1610(2) 133(2) -251(5-I-

1) 91(2)

3 628(2) 86(2) 2279(2) 133(2) 853(2) -60(2)

112 0 -881(2) -85(5-II-

4) -1700(2) -123(2)

-203(5-

II-1) -89(2)

3 886(2) -85(5-II-

4) 3013(2) -123(2) 1007(2)

64(5-II-

4)

112 104 -1693(2) 12(6-II-

3) -5374(2)

-28(6-I-

2) 3952(2)

23(6-II-

3)

0 1674(2) 12(6-II-

3) 3611(2)

-28(6-I-

2) 1058(2) 18(8-I-3)

112 105 -1413(2) -13(6-II-

3) -4584(2) 28(6-I-4) 3778(2)

-24(6-II-

3)

0 1654(2) -13(6-II-

3) 3599(2) 28(6-I-4) 1030(2)

18(6-II-

3)

113 0 -1326(2) -43(2) -1980(2) -76(2) -665(2) -46(2)

4 1278(2) -43(2) 4968(2) -76(2) 2065(2) 28(2)

113 0 -1407(2) 66(2) -2677(2) 88(2) -383(5-

II-4) 60(2)

4 1210(2) 66(2) 4303(2) 88(2) 1522(2) -55(2)

113 106 -1663(2) 23(2) -5243(2) 53(2) 4343(2) 39(2)

0 2153(2) 23(2) 4939(2) 53(2) 1622(2) -40(2)

113 107 -2637(2) -18(2) -8127(2) -73(2) 5907(2) -26(6-II-

1)

0 2758(2) -18(2) 6259(2) -73(2) 2209(2) 36(2)

114 108 -2247(2) -14(6-I-

2) -3203(2) -36(2) 1737(2)

-20(6-I-

2)

110 2531(2) -14(6-I-

2) 4251(2) -36(2) 2745(2) 35(2)

114 110 2279(2) 5(2) -6392(2) 30(2) 5802(2) 7(2)

2 -2356(2) 5(2) 6514(2) 30(2) 5559(2) -17(2)

115 6 670(2) -4(5-II-

3) -1834(2) 34(5-I-3) 1504(2) -19(2)

1 -669(2) -4(5-II-

3) 1698(2) 34(5-I-3) 1162(2)

-10(5-I-

3)

115 109 -1312(2) 5(8-I-1) -1881(2) -21(6-II-

2)

972(6-II-

2)

-7(6-II-

1)

6 1234(2) 5(8-I-1) 2277(2) -21(6-II-

2) 1683(2)

-10(8-I-

1)

43

Risultati Analisi Dinamica - Sollecitazioni massime - Inviluppi - Pilastri




1 1 -11341(2) 2810(5-I-

1)

-3120(6-

II-2)

-111(5-I-

3)

5511(6-

II-2)

-5098(7-

II-1)

101 -9365(2) 2810(5-I-

1)

-3120(6-

II-2)

-111(5-I-

3)

-6346(6-

II-2)

-5608(5-

I-1)

2 2 -22105(2) -3224(5-

II-1)

-3167(6-

II-1)

-92(5-I-

3)

5418(6-

II-1)

-6151(5-

II-1)

102 -20129(2) -3224(5-

II-1)

-3167(6-

II-1)

-92(5-I-

3) -6636(2)

6101(5-

II-1)

3 3 -12230(2) -3015(5-

II-1)

-3326(6-

II-4)

-118(6-I-

4)

6023(6-

II-4)

-5321(5-

II-1)

103 -10254(2) -3015(5-

II-1)

-3326(6-

II-4)

-118(6-I-

4)

-6615(6-

II-4)

6137(5-

II-1)

4 4 -31363(2) 2912(5-I-

1)

-2610(6-

II-2)

-261(5-I-

3)

5078(6-

II-2)

5234(5-I-

1)

104 -29387(2) 2912(5-I-

1)

-2610(6-

II-2)

-261(5-I-

3)

-4841(6-

II-2)

-5832(5-

I-1)

5 5 -29725(2) -2636(5-

II-1)

-2669(6-

II-4)

259(5-II-

3)

5339(6-

II-4)

-4609(5-

II-1)

105 -27749(2) -2636(5-

II-1)

-2669(6-

II-4)

259(5-II-

3)

4969(6-I-

4)

5410(5-

II-1)

6 6 -28763(2) 3810(5-I-

2)

-2604(6-

II-2)

-102(5-I-

3)

4994(6-

II-2)

6466(5-I-

2)

106 -26787(2) 3810(5-I-

2)

-2604(6-

II-2)

-102(5-I-

3)

-4900(6-

II-2)

-8011(5-

I-2)

7 7 -31144(2) -3074(5-

II-4)

3028(6-I-

4)

118(7-II-

3)

-5675(6-

I-4)

-5231(5-

II-4)

107 -29168(2) -3074(5-

II-4)

3028(6-I-

4)

118(7-II-

3)

5833(6-I-

4)

6450(5-

II-4)

8 8 -12941(2) 1768(5-I-

2)

-1740(6-

II-2)

127(5-I-

1)

-3401(6-

I-2)

3340(5-I-

2)

108 -11459(2) 1768(5-I-

2)

-1740(6-

II-2)

127(5-I-

1)

-3253(6-

II-2)

-3380(5-

I-2)

9 9 -4806(5-

I-3)

1609(5-I-

2)

1265(6-I-

2)

128(6-II-

4)

-3002(6-

I-2)

3099(5-I-

2)

109 -3666(5-

I-3)

1609(5-I-

2)

1265(6-I-

2)

128(6-II-

4)

1805(6-I-

2)

-3014(5-

I-2)

10 0 -35613(2) 984(5-I-

4) -2286(2) 40(6-I-1)

1556(6-I-

2)

-616(5-

II-4)

110 -34911(2) 984(5-I-

4) -2286(2) 40(6-I-1) -3039(2)

-1353(5-

I-3)

10 10 -39056(2) 1232(5-I-

3)

1706(6-I-

2)

101(5-II-

3)

-3456(6-

I-2)

2371(5-I-

3)

0 -37574(2) 1232(5-I-

3)

1706(6-I-

2)

101(5-II-

3)

3027(6-I-

2)

-2309(5-

I-3)

11 0 4954(2) -539(5-

II-4) -1863(2) 74(5-I-1)

1723(6-I-

2)

-381(5-

II-4)

111 5656(2) -539(5-

II-4) -1863(2) 74(5-I-1) -2343(2)

597(7-II-

3)

11 11 -3243(7-

I-3)

1298(5-I-

3)

1666(6-I-

2)

93(5-II-

3)

-3483(6-

I-2)

2589(5-I-

3)

44


0 4379(5-

II-3)

1298(5-I-

3)

1666(6-I-

2)

93(5-II-

3)

2849(6-I-

2)

-2342(5-

I-3)

12 12 -22560(2) -3901(5-

II-3)

2872(6-I-

4)

-257(6-I-

4)

-5606(6-

I-4)

-6473(5-

II-3)

112 -20584(2) -3901(5-

II-3)

2872(6-I-

4)

-257(6-I-

4)

5308(6-I-

4) 8374(2)

13 13 -20301(2) 3295(5-I-

3)

2377(6-I-

2)

190(5-II-

3)

-4425(6-

I-2)

6253(5-I-

3)

113 -18325(2) 3295(5-I-

3)

2377(6-I-

2)

190(5-II-

3)

4606(6-I-

2)

-6270(5-

I-3)

14 14 -23892(2) 3841(5-I-

3)

3107(6-I-

3)

-177(5-I-

3)

-5279(6-

I-3)

7288(5-I-

3)

114 -21916(2) 3841(5-I-

3)

3107(6-I-

3)

-177(5-I-

3) 6561(2)

-7307(5-

I-3)

15 15 -12502(2) -3143(5-

II-3)

3184(6-I-

4)

-211(5-I-

3)

-5473(6-

I-4)

-5504(5-

II-3)

115 -10526(2) -3143(5-

II-3)

3184(6-I-

4)

-211(5-I-

3)

6625(6-I-

4)

6441(5-

II-3)

Risultati Analisi Dinamica - Sollecitazioni massime - Inviluppi - Travi di

fondazione




9001 3 0 -212(2) 2894(2) -46(5-II-

1) -1729(2) -386(2)

28 0 -212(2) -39(5-I-

1)

-14(5-II-

1) 0 -132(2)

9001 5 0 -1155(2) 9723(2) -2175(2) -12046(2) -2676(2)

3 0 -1155(2) -3823(5-

II-1) -1906(2)

5165(6-

II-4)

3545(6-

II-4)

9001 7 0 -525(6-

II-4) 10690(2) -445(2) -12485(2)

-1661(6-

II-4)

5 0 -525(6-

II-4) -9912(2)

255(7-II-

1)

-12214(6-

I-4)

1855(6-

II-4)

9001 12 0 1154(6-I-

4) 5040(2)

430(5-I-

3)

-5557(6-

II-4)

2830(6-I-

4)

7 0 1154(6-I-

4) -10215(2) 726(2) -13455(2) -2939(2)

9001 15 0 745(6-I-

4)

5687(5-

II-3) 1500(2)

5853(6-I-

4)

4245(6-I-

4)

12 0 745(6-I-

4) -8147(2) 1757(2) -3640(2)

1372(5-

II-3)

9002 2 0 0 6543(5-I-

1) -1239(2)

-4914(5-

I-1) 0

1 0 0 -4638(2) -1103(2) 5738(5-I-

1) 0

9002 3 0 0 6085(2) 1319(2) 6715(5-

II-1) 0

2 0 0 -7617(2) 1434(2) -4781(5-

II-1) 0

9003 1 0 0 4381(5-I-

1) 1343(2)

4687(6-

II-2) 0

4 0 0 -8987(2) 1595(2) -10083(2) 0

45


9003 4 0 0 9259(2) -333(5-I-

1)

-10815(6-

I-2) 0

6 0 0 -10530(2) 316(6-II-

2)

-13251(6-

II-2) 0

9003 6 0 0 7679(2) -7089(2) -11133(2) 0

8 0 0 1524(5-I-

2) -7045(2)

-3656(5-

II-2) 0

9003 8 0 0 5024(6-I-

1) 1816(2)

-3902(6-

I-1) 0

10 0 0 -4847(6-

II-1) 1758(2)

-4326(6-

II-2) 0

9003 26 0 0 -31(5-I-

2) 7(5-I-2) 0 0

1 0 0 -3029(5-

I-1) 52(5-I-1)

-1793(5-

I-1) 0

9004 8 0 0 8801(2) -529(2) -10699(2) 0

9 0 0 -845(7-

II-1)

-575(6-I-

2)

4038(5-I-

2) 0

9005 14 0 0 9472(2) -940(5-I-

4) -5087(2) 0

15 0 0 -7048(2) -803(5-I-

4)

7217(5-

II-3) 0

9005 20 0 0 40(5-II-

3)

-8(5-II-

3) 0 0

13 0 0 -5725(2) 68(6-I-2) -5188(2) 0

9005 21 0 0 -5277(2) 543(5-II-

1)

4716(5-I-

3) 0

13 0 0 -8546(2) 524(5-II-

1)

-8763(5-

II-3) 0

9005 21 0 0 5277(2) 559(2) 4713(5-I-

3) 0

14 0 0 -8880(2) 817(2) -9749(5-

I-3) 0

9006 10 0 0 18145(2) -307(5-

II-4) -28792(2) 0

11 0 0 13164(2) -298(5-

II-4)

-2918(5-

II-1) 0

9006 10 0 0 16411(2) 686(2) -29899(2) 0

19 0 0 5476(2) 716(2) 19006(2) 0

9006 11 0 0 5580(2) -1012(2) -5367(2) 0

18 0 0 1758(6-

II-2) -1017(2)

953(5-I-

3) 0

9006 19 0 0 1917(5-

II-3) -785(2) 18471(2) 0

12 0 0 -9373(2) -762(2) 7599(5-

II-3) 0

9007 9 0 -312(6-I-

2)

2491(5-I-

1)

-330(7-I-

3)

-3309(6-

I-2)

-1075(6-

I-2)

18 0 -312(6-I-

2)

-1751(6-

II-2)

-330(7-I-

3) -1043(2)

-256(5-

II-3)

9007 17 0 334(5-I-

3)

-38(6-II-

4)

15(6-II-

4) 0

-39(5-I-

3)

9 0 334(5-I-

3)

-2597(5-

I-3)

-63(5-II-

3)

-2610(5-

I-3)

-729(5-I-

3)

9008 11 0 0 6508(2) 1637(2) -3819(6-

I-2) 0

13 0 0 -6030(2) 1572(2) 4123(6-I-

2) 0

9009 4 0 0 9153(2) -705(2) -6412(5-

II-1) 0

16 0 0 2562(5- -761(2) 19471(2) 0

46


II-1)

9009 16 0 0 -1235(5-

I-1) 865(2) 19570(2) 0

5 0 0 -10089(2) 819(2) 5988(5-

II-1) 0

9009 29 0 0 17(5-I-1) 0 0 0

4 0 0 -3964(2) 11(5-II-

1) -2474(2) 0

9010 6 0 0 10553(2) -182(6-I-

3)

-8413(5-

II-2) 0

7 0 0 -10239(2) -102(6-I-

4)

7507(5-

II-4) 0

9011 2 0 0 3198(2) -30(5-II-

1) -1979(2) 0

27 0 0 -19(6-II-

3) 0 0 0

9011 16 0 0 2237(2) -412(5-I-

1) 1626(2) 0

2 0 0 -4775(2) -430(5-I-

1)

-3972(8-

I-1) 0

9012 14 0 0 5540(2) -787(5-

II-3)

4229(6-I-

3) 0

19 0 0 -4150(2) -740(5-

II-3) 1486(2) 0

VERIFICHE STATO LIMITE ULTIMO

Verifica delle travi


Trave di Fond. : 9001 [ 3 , 28 ] Pilastrate [3 , -]

Sez. L: Ba=100.0 cm Ha=40.0 cm Bs=40.0 cm Hs=60.0 cm L=100.0 cm

Ln=120.0 cm Terreno: Bomerano

Criterio : CLS_TraviFondazione - Verifica a flessione deviata :Verificato

X M- Mz- ∆M- M+ Mz+ ∆M+ Afs Afi Afs

in

Afd

es C- C+

cm kg*m kg*m kg*m kg*m kg*m kg*m cmq cmq cmq cmq

ILN -- -288 -- 1784 -397 -- 14.

07

14.

07

0.0

0

0.0

0 1 (5+6)-I-4

12.0 -- -269 -- 1443 -370 341 14.

07

14.

07

0.0

0

0.0

0 1 (5+6)-I-4

CAMP -56 -72 56 869 -318 915 14.

07

14.

07

0.0

0

0.0

0 (7+8)-I-2 (5+6)-I-4

108.0 -7 -55 7 16 -160 358 14.

07

14.

07

0.0

0

0.0

0 (7+8)-I-2 (5+6)-I-4

FLN -- -46 -- -- -134 228 14.

07

14.

07

0.0

0

0.0

0 (7+8)-I-2 (5+6)-I-4

X εc- εf- εc+ εf+ C- C+

ILN -0.01 0.03 -0.04 0.09 1 (5+6)-I-4

12.0 -0.01 0.03 -0.04 0.09 1 (5+6)-I-4

47


CAMP -0.00 0.01 -0.04 0.10 (7+8)-I-2 (5+6)-I-4

108.0 -0.00 0.01 -0.01 0.02 (7+8)-I-2 (5+6)-I-4

FLN -0.00 0.00 -0.00 0.01 (7+8)-I-2 (5+6)-I-4

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+

cm cm cm cm cm kg*m kg*m

ILN 20.1 84.1 0.23

9 27.4 95.9

0.28

6 51695 51008 1 (5+6)-I-4

Parz

.

Parz

.

12.0 20.1 84.1 0.23

9 27.3 95.0

0.28

7 51695 51008 1 (5+6)-I-4

Parz

.

Parz

.

CAMP 20.1 84.1 0.23

9 27.0 93.7

0.28

8 51695 51008 (7+8)-I-2 (5+6)-I-4

Parz

.

Parz

.

108.

0 20.1 84.1

0.23

9 31.8

124.

3

0.25

6 51695 51008 (7+8)-I-2 (5+6)-I-4

Parz

.

Parz

.

FLN 20.1 84.1 0.23

9 29.7

119.

8

0.24

8 51695 51008 (7+8)-I-2 (5+6)-I-4

Parz

.

Parz

.

Verifica a taglio:cot(θ) =2.500 Sez Td VRdns VRcd VRsd VRd Tpl Mr Dx Staffe

kg kg kg kg kg kg kg*m cm cmq/m

Sin 2989 14018 83989 84882 83989 0 51008 120.0 10.05

Des 51695

Trave di Fond. : 9001 [ 12 , 7 ] Pilastrate [12 , 7]





in

Afd

es C- C+


ILN 3591 2725 379 5806 -569 -- 14.

07

14.

07

0.0

0

0.0

0 (7+8)-IV-3

(5+6)-

VIII-4

48.8 3976 2363 259 3284 -629 2232 14.

07

14.

07

0.0

0

0.0

0 (5+6)-IV-3

(5+6)-

VIII-4

CAMP 4269 1792 -- 5096 -2031 3345 14.

07

14.

07

0.0

0

0.0

0 (5+6)-IV-3 2

438.9 -- -1699 -- 8876 -2485 4052 14.

07

14.

07

0.0

0

0.0

0 1 2

FLN -- -2022 -- 13455 -2939 -- 14.

07

14.

07

0.0

0

0.0

0 1 2


ILN -0.06 0.16 -0.14 0.35 (7+8)-IV-3 (5+6)-VIII-4

48.8 -0.05 0.17 -0.13 0.32 (5+6)-IV-3 (5+6)-VIII-4

CAMP -0.04 0.16 -0.16 0.41 (5+6)-IV-3 2

438.9 -0.05 0.17 -0.28 0.69 1 2

FLN -0.06 0.21 -0.28 0.68 1 2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 33.6 125.

7

0.26

7 26.1 91.3

0.28

6 51695 51008

(7+8)-IV-

3

(5+6)-

VIII-4

Parz

.

Parz

.

48.8 27.7 115.

0

0.24

1 26.3 91.7

0.28

7 51695 51008

(5+6)-IV-

3

(5+6)-

VIII-4

Parz

.

Parz

.

48

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+

CAMP 21.2 103.

7

0.20

5 27.5 97.2

0.28

3 51695 51008

(5+6)-IV-

3 2

Parz

.

Parz

.

438.

9 20.1 84.1

0.23

9 27.3 94.3

0.29

0 51695 51008 1 2

Parz

.

Parz

.

FLN 20.1 84.1 0.23

9 27.6 95.6

0.28

8 51695 51008 1 2

Parz

.

Parz

.

Verifica a taglio:cot(θ) Sin=2.500,cot(θ) Cen=2.500,cot(θ) Des=2.500 Sez Td VRdns VRcd VRsd VRd Tpl Mr Dx Staffe


Sin 5212 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 5346 14018 83989 53051 53051 -- -- -- 6.28

Des 10215 14018 83989 84882 83989 0 51695 100.0 10.05






in

Afd

es C- C+


ILN -- -220 -- 12485 -442 -- 14.

07

14.

07

0.0

0

0.0

0 1 2

67.0 -427 1054 1252 6079 -394 4126 14.

07

14.

07

0.0

0

0.0

0 (7+8)-IV-3 2

CAMP 5155 -199 -- 3395 -1342 2586 14.

07

14.

07

0.0

0

0.0

0 2

(5+6)-

VIII-1

603.1 1244 1664 995 7035 -1429 3494 14.

07

14.

07

0.0

0

0.0

0

(7+8)-

VIII-4 (5+6)-IV-3

FLN -1396 2022 1700 12460 -1718 -- 14.

07

14.

07

0.0

0

0.0

0

(7+8)-

VIII-4 (5+6)-IV-3


ILN -0.01 0.02 -0.32 0.81 1 2

67.0 -0.02 0.05 -0.26 0.66 (7+8)-IV-3 2

CAMP -0.10 0.21 -0.12 0.30 2 (5+6)-VIII-1

603.1 -0.04 0.09 -0.24 0.60 (7+8)-VIII-4 (5+6)-IV-3

FLN -0.07 0.14 -0.29 0.71 (7+8)-VIII-4 (5+6)-IV-3

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 20.1 84.1 0.23

9 25.4 89.9

0.28

3 51695 51008 1 2

Parz

.

Parz

.

67.0 31.3 103.

5

0.30

2 25.4 89.9

0.28

3 51695 51008

(7+8)-IV-

3 2

Parz

.

Parz

.

CAMP 30.8 100.

3

0.30

7 27.5 96.0

0.28

6 51695 51008 2

(5+6)-

VIII-1

Parz

.

Parz

.

603.

1 35.7

129.

6

0.27

5 26.6 92.3

0.28

9 51695 51008

(7+8)-

VIII-4

(5+6)-IV-

3

Parz

.

Parz

.

FLN 29.5 91.5 0.32

3 26.7 92.4

0.28

9 51695 51008

(7+8)-

VIII-4

(5+6)-IV-

3

Parz

.

Parz

.


49

Sez Td VRdns VRcd VRsd VRd Tpl Mr Dx Staffe


Sin 10690 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 6255 14018 83989 53660 53660 -- -- -- 6.36

Des 9912 14018 83989 84882 83989 0 51695 100.0 10.05






in

Afd

es C- C+


ILN -- -1870 -- 12046 -2676 -- 14.

07

14.

07

0.0

0

0.0

0 1 2

48.0 -- -1485 -- 7730 -2121 3879 14.

07

14.

07

0.0

0

0.0

0 1 2

CAMP 6053 2574 -- 4109 -1567 3255 14.

07

14.

07

0.0

0

0.0

0

(5+6)-

VIII-4 2

432.1 5907 3127 117 1919 -216 1165 14.

07

14.

07

0.0

0

0.0

0

(5+6)-

VIII-4 (7+8)-IV-3

FLN 4985 3679 829 3215 -95 -- 14.

07

14.

07

0.0

0

0.0

0

(5+6)-

VIII-4 (7+8)-IV-3


ILN -0.06 0.19 -0.24 0.61 1 2

48.0 -0.05 0.15 -0.25 0.62 1 2

CAMP -0.06 0.23 -0.15 0.38 (5+6)-VIII-4 2

432.1 -0.07 0.23 -0.08 0.19 (5+6)-VIII-4 (7+8)-IV-3

FLN -0.08 0.23 -0.08 0.21 (5+6)-VIII-4 (7+8)-IV-3

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 20.1 84.1 0.23

9 27.6 95.8

0.28

8 51695 51008 1 2

Parz

.

Parz

.

48.0 20.1 84.1 0.23

9 27.2 93.9

0.29

0 51695 51008 1 2

Parz

.

Parz

.

CAMP 21.5 104.

2

0.20

7 27.4 95.3

0.28

8 51695 51008

(5+6)-

VIII-4 2

Parz

.

Parz

.

432.

1 26.0

111.

9

0.23

2 25.7 90.6

0.28

4 51695 51008

(5+6)-

VIII-4

(7+8)-IV-

3

Parz

.

Parz

.

FLN 31.2 121.

2

0.25

7 25.2 89.7

0.28

1 51695 51008

(5+6)-

VIII-4

(7+8)-IV-

3

Parz

.

Parz

.



Sin 9723 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 5447 14018 83989 53733 53733 -- -- -- 6.36

Des 4053 14018 83989 84882 83989 0 51695 100.0 10.05





50


in

Afd

es C- C+


ILN 6302 4184 1031 2795 179 -- 14.

07

14.

07

0.0

0

0.0

0

(5+6)-

VIII-1

(7+8)-

VIII-4

48.0 7401 4006 819 1086 214 1536 14.

07

14.

07

0.0

0

0.0

0 (5+6)-IV-3

(7+8)-

VIII-4

CAMP 8676 3291 -- -410 259 1345 14.

07

14.

07

0.0

0

0.0

0 (5+6)-IV-3

(7+8)-

VIII-4

432.1 1136 1570 2082 63 1211 3215 14.

07

14.

07

0.0

0

0.0

0 (5+6)-V-3 2

FLN -1111 1361 2130 3640 940 -- 14.

07

14.

07

0.0

0

0.0

0 (7+8)-V-3 2


ILN -0.09 0.29 -0.08 0.20 (5+6)-VIII-1 (7+8)-VIII-4

48.0 -0.09 0.32 -0.07 0.19 (5+6)-IV-3 (7+8)-VIII-4

CAMP -0.08 0.33 -0.03 0.08 (5+6)-IV-3 (7+8)-VIII-4

432.1 -0.04 0.12 -0.11 0.31 (5+6)-V-3 2

FLN -0.03 0.06 -0.11 0.32 (7+8)-V-3 2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 28.3 116.

1

0.24

4 24.2 88.0

0.27

4 51695 51008

(5+6)-

VIII-1

(7+8)-

VIII-4

Parz

.

Parz

.

48.0 24.5 109.

4

0.22

4 24.0 87.7

0.27

3 51695 51008

(5+6)-IV-

3

(7+8)-

VIII-4

Parz

.

Parz

.

CAMP 19.3 100.

2

0.19

2 22.0 85.1

0.25

9 51695 51008

(5+6)-IV-

3

(7+8)-

VIII-4

Parz

.

Parz

.

432.

1 24.5

109.

4

0.22

4 22.9 85.7

0.26

7 51695 51008 (5+6)-V-3 2

Parz

.

Parz

.

FLN 29.9 98.8 0.30

3 22.2 85.3

0.26

1 51695 51008 (7+8)-V-3 2

Parz

.

Parz

.



Sin 5810 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 4062 14018 83989 53721 53721 -- -- -- 6.36

Des 8147 14018 83989 84882 83989 0 51695 100.0 10.05


Sez. T: Ba=100.0 cm Ha=40.0 cm Bs=40.0 cm Hs=60.0 cm L=500.2 cm


Criterio : CLS_TraviFondazione - Verifica a flessione :Verificato

X M- M+ ∆M- ∆M+ Afs Afi εc- εf- εc+ εf+ C- C+

cm kg*m kg*m kg*m kg*m cmq cmq

ILN 1658 5171 530 -- 14.

07

14.

07

-

0.0

2

0.0

8

-

0.0

6

0.2

0 (7+8)-I-4 (5+6)-I-1

48.0 2060 2233 558 2640 14.

07

14.

07

-

0.0

2

0.1

0

-

0.0

6

0.1

9 (5+6)-I-4 (5+6)-I-1

CAMP 7737 1671 -- 1147 14.

07

14.

07

-

0.0

6

0.2

9

-

0.0

3

0.1

1 (5+6)-III-2 (7+8)-III-3

432.2 7216 2948 468 1285 14. 14. - 0.2 - 0.1 (5+6)-III-2 (7+8)-III-3

51


07 07 0.0

6

9 0.0

5

6

FLN 6139 4378 968 -- 14.

07

14.

07

-

0.0

6

0.2

7

-

0.0

5

0.1

7 (5+6)-III-2 (7+8)-III-3

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008 (7+8)-I-4 (5+6)-I-1

Parz

.

Parz

.

48.0 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008 (5+6)-I-4 (5+6)-I-1

Parz

.

Parz

.

CAMP 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-

III-2

(7+8)-

III-3

Parz

.

Parz

.

432.

2 16.8 95.9

0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-

III-2

(7+8)-

III-3

Parz

.

Parz

.

FLN 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-

III-2

(7+8)-

III-3

Parz

.

Parz

.



Sin 6891 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 4309 14018 83989 53689 53689 -- -- -- 6.36

Des 4638 14018 83989 84882 83989 0 51695 100.0 10.05







ILN 7310 4519 1283 -- 14.

07

14.

07

-

0.0

7

0.3

2

-

0.0

6

0.1

7 (5+6)-III-3 (7+8)-III-2

49.9 8684 2598 795 1663 14.

07

14.

07

-

0.0

8

0.3

5

-

0.0

5

0.1

6 (5+6)-I-4 (7+8)-III-2

CAMP 9814 355 -- 1940 14.

07

14.

07

-

0.0

8

0.3

7

-

0.0

3

0.0

9 (5+6)-I-4 (7+8)-III-2

448.9 1519 1634 1406 3001 14.

07

14.

07

-

0.0

2

0.1

1

-

0.0

6

0.1

8 (5+6)-IV-2 (5+6)-III-3

FLN 1069 5103 763 -- 14.

07

14.

07

-

0.0

1

0.0

7

-

0.0

6

0.1

9 (7+8)-III-2 (5+6)-III-3

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-

III-3

(7+8)-

III-2

Parz

.

Parz

.

49.9 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008 (5+6)-I-4

(7+8)-

III-2

Parz

.

Parz

.

52

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+

CAMP 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008 (5+6)-I-4

(7+8)-

III-2

Parz

.

Parz

.

448.

9 16.7 95.9

0.17

4 23.6 95.9

0.24

6 51695 51008

(5+6)-IV-

2

(5+6)-

III-3

Parz

.

Parz

.

FLN 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008

(7+8)-

III-2

(5+6)-

III-3

Parz

.

Parz

.



Sin 6085 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 4832 14018 83989 53637 53637 -- -- -- 6.35

Des 7655 14018 83989 84882 83989 0 51695 100.0 10.05

Trave di Fond. : 9003 [ 26 , 1 ] Pilastrate [- , 1]






ILN -- -- -- 257 14.

07

14.

07 -- --

-

0.0

0

0.0

1 (5+6)-III-4 (5+6)-III-2

11.8 -10 17 10 401 14.

07

14.

07 -- --

-

0.0

1

0.0

2 (5+6)-III-4 (5+6)-III-2

CAMP -36 1237 36 696 14.

07

14.

07 -- --

-

0.0

2

0.0

7 (5+6)-III-4 (5+6)-III-2

106.5 -- 1566 -- 367 14.

07

14.

07 -- --

-

0.0

2

0.0

7 1 (5+6)-III-2

FLN -- 1932 -- -- 14.

07

14.

07 -- --

-

0.0

2

0.0

7 1 (5+6)-III-2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.7 95.9 0.17

4 23.5 95.9

0.24

6 51695 51008

(5+6)-

III-4

(5+6)-

III-2

Parz

.

Parz

.

11.8 16.7 95.9 0.17

4 23.5 95.9

0.24

6 51695 51008

(5+6)-

III-4

(5+6)-

III-2

Parz

.

Parz

.

CAMP 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008

(5+6)-

III-4

(5+6)-

III-2

Parz

.

Parz

.

106.

5 -- -- -- 23.6 95.9

0.24

6 51695 51008 1

(5+6)-

III-2 --

Parz

.

FLN -- -- -- 23.6 95.9 0.24

6 51695 51008 1

(5+6)-

III-2 --

Parz

.



Sin 3258 14018 83989 87710 83989 0 51008 118.3 10.39

Des 51695

53







ILN 1454 4482 333 -- 14.

07

14.

07

-

0.0

1

0.0

7

-

0.0

6

0.1

7 (7+8)-V-2 (5+6)-VI-3

28.1 1587 3092 283 1390 14.

07

14.

07

-

0.0

1

0.0

7

-

0.0

6

0.1

7 (5+6)-V-2 (5+6)-VI-3

CAMP 1837 2107 148 1748 14.

07

14.

07

-

0.0

2

0.0

7

-

0.0

5

0.1

5 (7+8)-II-1 (5+6)-II-4

252.7 1989 2978 -- 1461 14.

07

14.

07

-

0.0

2

0.0

7

-

0.0

6

0.1

7 (7+8)-II-1 (5+6)-VI-2

FLN 1505 4440 369 -- 14.

07

14.

07

-

0.0

1

0.0

7

-

0.0

6

0.1

7 (5+6)-II-1 (5+6)-VI-2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008 (7+8)-V-2

(5+6)-VI-

3

Parz

.

Parz

.

28.1 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008 (5+6)-V-2

(5+6)-VI-

3

Parz

.

Parz

.

CAMP 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008

(7+8)-II-

1

(5+6)-II-

4

Parz

.

Parz

.

252.

7 16.7 95.9

0.17

4 23.6 95.9

0.24

6 51695 51008

(7+8)-II-

1

(5+6)-VI-

2

Parz

.

Parz

.

FLN 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008

(5+6)-II-

1

(5+6)-VI-

2

Parz

.

Parz

.



Sin 5271 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 2754 14018 83989 53051 53051 -- -- -- 6.28

Des 5098 14018 83989 84882 83989 0 51695 100.0 10.05







ILN -- 11133 -- -- 16.

08

14.

07 -- --

-

0.1

4

0.4

2 1 2

20.7 -- 9615 -- 1518 16.

08

14.

07 -- --

-

0.1

4

0.4

2 1 2

CAMP -22 8244 756 2889 16. 14. - 0.0 - 0.4 (7+8)-I-1 2

54


08 07 0.0

1

2 0.1

4

2

186.6 394 3886 340 249 16.

08

14.

07

-

0.0

1

0.0

2

-

0.0

5

0.1

6 (7+8)-I-1 (5+6)-I-4

FLN 734 4005 -- -- 16.

08

14.

07

-

0.0

1

0.0

2

-

0.0

5

0.1

5 (7+8)-I-1 (5+6)-I-4

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN -- -- -- 23.3 95.9 0.24

3 58928 51013 1 2 --

Parz

.

20.7 -- -- -- 23.3 95.9 0.24

3 58928 51013 1 2 --

Parz

.

CAMP 17.8 95.9 0.18

6 23.3 95.9

0.24

3 58928 51013 (7+8)-I-1 2

Parz

.

Parz

.

186.

6 17.8 95.9

0.18

6 23.2 95.9

0.24

2 58928 51013 (7+8)-I-1 (5+6)-I-4

Parz

.

Parz

.

FLN 17.8 95.9 0.18

6 23.2 95.9

0.24

2 58928 51013 (7+8)-I-1 (5+6)-I-4

Parz

.

Parz

.



Sin 7679 14018 83989 84882 83989 0 51013 207.3 10.05

Des 58928







ILN 302 11006 1214 -- 14.

07

14.

07

-

0.0

1

0.0

6

-

0.1

4

0.4

2 (7+8)-II-4 (5+6)-II-1

67.0 2244 6133 853 3138 14.

07

14.

07

-

0.0

2

0.1

2

-

0.1

2

0.3

5 (7+8)-VI-2 (5+6)-II-1

CAMP 6060 3297 -- 2957 14.

07

14.

07

-

0.0

5

0.2

3

-

0.0

8

0.2

4 2 (5+6)-VI-2

603.1 1894 7889 849 3688 14.

07

14.

07

-

0.0

2

0.1

0

-

0.1

4

0.4

4 (7+8)-VI-3 (5+6)-VI-2

FLN -102 13615 1285 -- 14.

07

14.

07

-

0.0

1

0.0

4

-

0.1

7

0.5

2 (7+8)-VI-3 (5+6)-VI-2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.7 95.9 0.17

4 23.7 95.9

0.24

7 51695 51008

(7+8)-II-

4

(5+6)-II-

1

Parz

.

Parz

.

55

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+

67.0 16.7 95.9 0.17

4 23.7 95.9

0.24

7 51695 51008

(7+8)-VI-

2

(5+6)-II-

1

Parz

.

Parz

.

CAMP 16.8 95.9 0.17

5 23.6 95.9

0.24

7 51695 51008 2

(5+6)-VI-

2

Parz

.

Parz

.

603.

1 16.7 95.9

0.17

4 23.7 95.9

0.24

8 51695 51008

(7+8)-VI-

3

(5+6)-VI-

2

Parz

.

Parz

.

FLN 16.7 95.9 0.17

4 23.8 95.9

0.24

8 51695 51008

(7+8)-VI-

3

(5+6)-VI-

2

Parz

.

Parz

.



Sin 9259 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 6111 14018 83989 53662 53662 -- -- -- 6.36

Des 10530 14018 83989 84882 83989 0 51695 100.0 10.05







ILN 5102 3302 524 -- 14.

07

14.

07

-

0.0

4

0.2

1

-

0.0

4

0.1

3 (5+6)-II-4 (7+8)-II-1

48.0 5352 1933 594 1231 14.

07

14.

07

-

0.0

5

0.2

2

-

0.0

4

0.1

2 (5+6)-VI-2 (7+8)-II-1

CAMP 6013 2777 -- 2988 14.

07

14.

07

-

0.0

5

0.2

2

-

0.0

7

0.2

2 (5+6)-VI-2 2

432.1 -- 6101 -- 3579 14.

07

14.

07 -- --

-

0.1

2

0.3

7 1 2

FLN -- 10083 -- -- 14.

07

14.

07 -- --

-

0.1

3

0.3

8 1 2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-II-

4

(7+8)-II-

1

Parz

.

Parz

.

48.0 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-VI-

2

(7+8)-II-

1

Parz

.

Parz

.

CAMP 16.8 95.9 0.17

5 23.6 95.9

0.24

7 51695 51008

(5+6)-VI-

2 2

Parz

.

Parz

.

432.

1 -- -- -- 23.7 95.9

0.24

7 51695 51008 1 2 --

Parz

.

FLN -- -- -- 23.7 95.9 0.24

7 51695 51008 1 2 --

Parz

.



56


Sin 4542 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 4926 14018 83989 53727 53727 -- -- -- 6.36

Des 8987 14018 83989 84882 83989 0 51695 100.0 10.05







ILN -- 10699 -- -- 14.

07

14.

07 -- --

-

0.1

3

0.4

1 1 2

35.0 -- 7822 -- 2877 14.

07

14.

07 -- --

-

0.1

3

0.4

1 1 2

CAMP 3419 5341 552 3149 14.

07

14.

07

-

0.0

3

0.1

5

-

0.1

1

0.3

2 (5+6)-V-1 2

315.1 3933 768 163 239 14.

07

14.

07

-

0.0

3

0.1

5

-

0.0

1

0.0

4 (5+6)-V-1 (7+8)-V-4

FLN 4096 1007 -- -- 14.

07

14.

07

-

0.0

3

0.1

5

-

0.0

1

0.0

4 (5+6)-V-1 (7+8)-V-4

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN -- -- -- 23.7 95.9 0.24

7 51695 51008 1 2 --

Parz

.

35.0 -- -- -- 23.7 95.9 0.24

7 51695 51008 1 2 --

Parz

.

CAMP 16.7 95.9 0.17

5 23.7 95.9

0.24

7 51695 51008 (5+6)-V-1 2

Parz

.

Parz

.

315.

1 16.7 95.9

0.17

5 23.6 95.9

0.24

6 51695 51008 (5+6)-V-1 (7+8)-V-4

Parz

.

Parz

.

FLN 16.7 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008 (5+6)-V-1 (7+8)-V-4

Parz

.

Parz

.



Sin 8801 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 5487 14018 83989 56529 56529 -- -- -- 6.70

Des 1554 14018 83989 84882 83989 0 51695 100.0 10.05







ILN -1557 5087 2075 -- 14.

07

14.

07

-

0.0

0

0.0

2

-

0.0

6

0.1

9

(7+8)-VIII-

1 2

57


48.0 475 897 2450 3767 14.

07

14.

07

-

0.0

2

0.1

1

-

0.0

6

0.1

8 (5+6)-IV-3 2

CAMP 11094 1092 -- 1256 14.

07

14.

07

-

0.0

9

0.4

1

-

0.0

3

0.0

9 (5+6)-V-3 (7+8)-V-2

432.0 9506 2386 1067 1770 14.

07

14.

07

-

0.0

8

0.4

0

-

0.0

5

0.1

6 (5+6)-V-3 (7+8)-VII-1

FLN 6943 4355 2304 -- 14.

07

14.

07

-

0.0

7

0.3

5

-

0.0

5

0.1

7 (5+6)-V-3 (7+8)-VII-1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008

(7+8)-

VIII-1 2

Parz

.

Parz

.

48.0 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008

(5+6)-IV-

3 2

Parz

.

Parz

.

CAMP 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008 (5+6)-V-3 (7+8)-V-2

Parz

.

Parz

.

432.

0 16.8 95.9

0.17

5 23.6 95.9

0.24

6 51695 51008 (5+6)-V-3

(7+8)-

VII-1

Parz

.

Parz

.

FLN 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008 (5+6)-V-3

(7+8)-

VII-1

Parz

.

Parz

.



Sin 9472 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 5314 14018 83989 53751 53751 -- -- -- 6.37

Des 7048 14018 83989 84882 83989 0 51695 100.0 10.05







ILN 4963 2129 -- 2781 14.

07

14.

07

-

0.0

4

0.1

9

-

0.0

6

0.1

9 (5+6)-VII-1 (5+6)-V-3

10.9 4679 2658 284 2922 14.

07

14.

07

-

0.0

4

0.1

9

-

0.0

7

0.2

1 (5+6)-VII-1 (5+6)-V-3

CAMP 4031 7756 932 1548 14.

07

14.

07

-

0.0

4

0.1

9

-

0.1

2

0.3

5 (5+6)-VII-1 (5+6)-V-3

98.0 1469 8519 2115 785 14.

07

14.

07

-

0.0

3

0.1

3

-

0.1

2

0.3

5 (5+6)-VII-2 (5+6)-V-3

FLN 1938 9304 1338 -- 14.

07

14.

07

-

0.0

3

0.1

2

-

0.1

2

0.3

5 (7+8)-V-2 (5+6)-V-3

58

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.7 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-

VII-1 (5+6)-V-3

Parz

.

Parz

.

10.9 16.7 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-

VII-1 (5+6)-V-3

Parz

.

Parz

.

CAMP 16.7 95.9 0.17

5 23.7 95.9

0.24

7 51695 51008

(5+6)-

VII-1 (5+6)-V-3

Parz

.

Parz

.

98.0 16.7 95.9 0.17

4 23.7 95.9

0.24

7 51695 51008

(5+6)-

VII-2 (5+6)-V-3

Parz

.

Parz

.

FLN 16.7 95.9 0.17

4 23.7 95.9

0.24

7 51695 51008 (7+8)-V-2 (5+6)-V-3

Parz

.

Parz

.



Sin 8546 14018 83989 85911 83989 0 51008 108.8 10.17

Des 51695







ILN 4960 2797 850 -- 16.

08

14.

07

-

0.0

4

0.1

9

-

0.0

3

0.1

1 (5+6)-VII-1 (7+8)-VII-4

50.0 5944 870 365 1663 16.

08

14.

07

-

0.0

5

0.2

1

-

0.0

3

0.1

0 (5+6)-VII-1 (7+8)-VII-4

CAMP 6666 3108 -- 2799 16.

08

14.

07

-

0.0

5

0.2

2

-

0.0

7

0.2

2 2 (5+6)-V-2

450.1 3431 6352 717 3252 16.

08

14.

07

-

0.0

3

0.1

4

-

0.1

2

0.3

6 (7+8)-V-3 (5+6)-V-2

FLN 2186 10121 1075 -- 16.

08

14.

07

-

0.0

2

0.1

1

-

0.1

2

0.3

8 (7+8)-V-3 (5+6)-V-2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 17.8 95.9 0.18

6 23.2 95.9

0.24

2 58928 51013

(5+6)-

VII-1

(7+8)-

VII-4

Parz

.

Parz

.

50.0 17.8 95.9 0.18

6 23.2 95.9

0.24

2 58928 51013

(5+6)-

VII-1

(7+8)-

VII-4

Parz

.

Parz

.

CAMP 17.9 95.9 0.18

6 23.2 95.9

0.24

2 58928 51013 2 (5+6)-V-2

Parz

.

Parz

.

450.

1 17.8 95.9

0.18

6 23.3 95.9

0.24

3 58928 51013 (7+8)-V-3 (5+6)-V-2

Parz

.

Parz

.

FLN 17.8 95.9 0.18

6 23.3 95.9

0.24

3 58928 51013 (7+8)-V-3 (5+6)-V-2

Parz

.

Parz

.

Verifica a taglio:cot(θ) Sin=2.500,cot(θ) Cen=2.500,cot(θ) Des=2.500

59



Sin 5296 14018 83989 84882 83989 0 51013 100.0 10.05

Cen 6225 14656 83989 53051 53051 -- -- -- 6.28

Des 8880 14018 83989 84882 83989 0 58928 100.0 10.05







ILN -- -- -- 316 14.

07

14.

07 -- --

-

0.0

0

0.0

1 1 2

18.0 -- 53 -- 567 14.

07

14.

07 -- --

-

0.0

1

0.0

2 1 2

CAMP -- 3332 -- 1856 14.

07

14.

07 -- --

-

0.0

6

0.2

0 1 2

161.7 -- 4210 -- 979 14.

07

14.

07 -- --

-

0.0

6

0.2

0 1 2

FLN -- 5188 -- -- 14.

07

14.

07 -- --

-

0.0

6

0.2

0 1 2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN -- -- -- 23.5 95.9 0.24

6 51695 51008 1 2 --

Parz

.

18.0 -- -- -- 23.6 95.9 0.24

6 51695 51008 1 2 --

Parz

.

CAMP -- -- -- 23.6 95.9 0.24

6 51695 51008 1 2 --

Parz

.

161.

7 -- -- -- 23.6 95.9

0.24

6 51695 51008 1 2 --

Parz

.

FLN -- -- -- 23.6 95.9 0.24

6 51695 51008 1 2 --

Parz

.



Sin 5725 14018 83989 85047 83989 0 51008 179.7 10.07

Des 51695







ILN -- 5367 -- -- 14.

07

14.

07 -- --

-

0.0

7

0.2

0 1 2

60


17.5 -- 4430 -- 937 14.

07

14.

07 -- --

-

0.0

7

0.2

0 1 2

CAMP 355 3573 729 1794 14.

07

14.

07

-

0.0

1

0.0

4

-

0.0

7

0.2

0 (5+6)-V-2 2

157.6 749 -392 335 1022 14.

07

14.

07

-

0.0

1

0.0

4

-

0.0

1

0.0

2 (5+6)-V-2 2

FLN 1084 110 -- 254 14.

07

14.

07

-

0.0

1

0.0

4

-

0.0

0

0.0

1 (5+6)-V-2 (5+6)-V-3

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN -- -- -- 23.6 95.9 0.24

6 51695 51008 1 2 --

Parz

.

17.5 -- -- -- 23.6 95.9 0.24

6 51695 51008 1 2 --

Parz

.

CAMP 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008 (5+6)-V-2 2

Parz

.

Parz

.

157.

6 16.7 95.9

0.17

4 23.6 95.9

0.24

6 51695 51008 (5+6)-V-2 2

Parz

.

Parz

.

FLN 16.7 95.9 0.17

4 23.5 95.9

0.24

6 51695 51008 (5+6)-V-2 (5+6)-V-3

Parz

.

Parz

.



Sin 5580 14018 83989 85198 83989 0 51008 175.2 10.09

Des 51695







ILN 18471 -- 435 -- 14.

07

14.

07

-

0.1

5

0.7

1 -- -- 2 1

48.0 18955 -- 158 -- 14.

07

14.

07

-

0.1

5

0.7

1 -- -- 2 1

CAMP 19131 -1659 -- 1801 14.

07

14.

07

-

0.1

5

0.7

2

-

0.0

0

0.0

1 2 (7+8)-V-2

432.0 10537 345 1856 2126 14.

07

14.

07

-

0.1

0

0.4

6

-

0.0

3

0.0

9 (5+6)-V-3 (7+8)-V-2

FLN 7798 2709 2463 -- 14.

07

14.

07

-

0.0

8

0.3

8

-

0.0

3

0.1

0 (5+6)-V-3 (7+8)-V-2

61

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.9 95.9 0.17

6 -- -- -- 51695 51008 2 1

Parz

. --

48.0 16.9 95.9 0.17

6 -- -- -- 51695 51008 2 1

Parz

. --

CAMP 16.9 95.9 0.17

6 23.5 95.9

0.24

6 51695 51008 2 (7+8)-V-2

Parz

.

Parz

.

432.

0 16.8 95.9

0.17

5 23.6 95.9

0.24

6 51695 51008 (5+6)-V-3 (7+8)-V-2

Parz

.

Parz

.

FLN 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008 (5+6)-V-3 (7+8)-V-2

Parz

.

Parz

.



Sin 2017 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 4521 14018 83989 53051 53051 -- -- -- 6.28

Des 9373 14018 83989 84882 83989 0 51695 100.0 10.05







ILN -- 29899 -- -- 16.

08

14.

07 -- --

-

0.3

7

1.1

4 1 2

48.5 -- 22309 -- 6749 16.

08

14.

07 -- --

-

0.3

6

1.1

0 1 2

CAMP 13035 15451 2804 6099 16.

08

14.

07

-

0.1

2

0.5

2

-

0.2

7

0.8

2 2 2

436.8 16188 -- 2505 -- 16.

08

14.

07

-

0.1

4

0.6

1 -- -- 2 1

FLN 19006 -- -- -- 16.

08

14.

07

-

0.1

4

0.6

2 -- -- 2 1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN -- -- -- 23.6 95.9 0.24

6 58928 51013 1 2 --

Parz

.

48.5 -- -- -- 23.6 95.9 0.24

6 58928 51013 1 2 --

Parz

.

CAMP 17.9 95.9 0.18

7 23.5 95.9

0.24

5 58928 51013 2 2

Parz

.

Parz

.

436.

8 18.0 95.9

0.18

7 -- -- -- 58928 51013 2 1

Parz

. --

FLN 18.0 95.9 0.18

7 -- -- -- 58928 51013 2 1

Parz

. --

62



Sin 16411 14018 83989 84882 83989 0 51013 100.0 10.05

Cen 12020 14656 83989 53696 53696 -- -- -- 6.36

Des 6866 14018 83989 84882 83989 0 58928 100.0 10.05







ILN -- 28792 -- -- 14.

07

14.

07 -- --

-

0.3

7

1.1

0 1 2

16.7 -- 25807 -- 2985 14.

07

14.

07 -- --

-

0.3

7

1.1

0 1 2

CAMP -- 22911 -- 5881 14.

07

14.

07 -- --

-

0.3

7

1.1

0 1 2

150.3 -- 5019 -- 6147 14.

07

14.

07 -- --

-

0.1

4

0.4

2 1 2

FLN -- 2783 -- 5945 14.

07

14.

07 -- --

-

0.1

1

0.3

3 1 2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN -- -- -- 24.1 95.9 0.25

1 51695 51008 1 2 --

Parz

.

16.7 -- -- -- 24.1 95.9 0.25

1 51695 51008 1 2 --

Parz

.

CAMP -- -- -- 24.1 95.9 0.25

1 51695 51008 1 2 --

Parz

.

150.

3 -- -- -- 23.7 95.9

0.24

7 51695 51008 1 2 --

Parz

.

FLN -- -- -- 23.7 95.9 0.24

7 51695 51008 1 2 --

Parz

.



Sin 18145 14018 83989 87839 83989 0 51008 166.9 10.40

Des 51695






in

Afd

es C- C+


ILN 935 543 121 3610 -1154 -- 14. 14. 0.0 0.0 (7+8)-II-4 (5+6)-II-1

63


in

Afd

es C- C+

07 07 0 0

29.4 1037 489 32 2961 -1051 649 14.

07

14.

07

0.0

0

0.0

0 (7+8)-II-4 (5+6)-II-1

CAMP 1077 436 -- 2381 -948 885 14.

07

14.

07

0.0

0

0.0

0 (7+8)-II-4 (5+6)-II-1

264.2 -116 134 526 642 -148 401 14.

07

14.

07

0.0

0

0.0

0 (7+8)-VI-2 2

FLN -424 163 552 1043 -111 -- 14.

07

14.

07

0.0

0

0.0

0 (7+8)-V-2 2


ILN -0.01 0.04 -0.05 0.14 (7+8)-II-4 (5+6)-II-1

29.4 -0.01 0.04 -0.06 0.15 (7+8)-II-4 (5+6)-II-1

CAMP -0.01 0.04 -0.05 0.14 (7+8)-II-4 (5+6)-II-1

264.2 -0.00 0.02 -0.02 0.06 (7+8)-VI-2 2

FLN -0.00 0.01 -0.02 0.06 (7+8)-V-2 2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 25.7 111.

5

0.23

0 24.9 97.7

0.25

5 51695 51008

(7+8)-II-

4

(5+6)-II-

1

Parz

.

Parz

.

29.4 23.0 106.

9

0.21

5 26.3 98.9

0.26

6 51695 51008

(7+8)-II-

4

(5+6)-II-

1

Parz

.

Parz

.

CAMP 20.4 102.

4

0.20

0 26.4 98.9

0.26

7 51695 51008

(7+8)-II-

4

(5+6)-II-

1

Parz

.

Parz

.

264.

2 16.9 96.0

0.17

6 26.6 92.5

0.28

7 51695 51008

(7+8)-VI-

2 2

Parz

.

Parz

.

FLN 31.4 104.

0

0.30

2 26.1 91.5

0.28

6 51695 51008 (7+8)-V-2 2

Parz

.

Parz

.



Sin 2646 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 1348 14018 83989 57658 57658 -- -- -- 6.83

Des 1909 14018 83989 84882 83989 0 51695 100.0 10.05






in

Afd

es C- C+


ILN -- -25 -- -- -42 112 14.

07

14.

07

0.0

0

0.0

0

(7+8)-

VIII-4 (5+6)-V-2

20.6 -16 -62 16 21 -117 231 14.

07

14.

07

0.0

0

0.0

0

(7+8)-

VIII-4 (5+6)-V-2

CAMP 12 3 4 1785 -639 1030 14.

07

14.

07

0.0

0

0.0

0 (7+8)-V-3 (5+6)-V-2

185.8 16 5 -- 2270 -713 545 14.

07

14.

07

0.0

0

0.0

0 (7+8)-V-3 (5+6)-V-2

FLN 14 6 -- 2815 -788 -- 14.

07

14.

07

0.0

0

0.0

0 (7+8)-V-3 (5+6)-V-2

64


ILN -0.00 0.00 -0.00 0.00 (7+8)-VIII-4 (5+6)-V-2

20.6 -0.00 0.01 -0.00 0.01 (7+8)-VIII-4 (5+6)-V-2

CAMP -0.00 0.00 -0.06 0.14 (7+8)-V-3 (5+6)-V-2

185.8 -0.00 0.00 -0.05 0.13 (7+8)-V-3 (5+6)-V-2

FLN -0.00 0.00 -0.05 0.12 (7+8)-V-3 (5+6)-V-2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 20.1 84.1 0.23

9 28.3

112.

1

0.25

2 51695 51008

(7+8)-

VIII-4 (5+6)-V-2

Parz

.

Parz

.

20.6 20.1 84.1 0.23

9 32.7

127.

4

0.25

6 51695 51008

(7+8)-

VIII-4 (5+6)-V-2

Parz

.

Parz

.

CAMP 22.1 99.1 0.22

3 27.4 96.2

0.28

5 51695 51008 (7+8)-V-3 (5+6)-V-2

Parz

.

Parz

.

185.

8 18.3 96.9

0.18

9 27.3 98.0

0.27

8 51695 51008 (7+8)-V-3 (5+6)-V-2

Parz

.

Parz

.

FLN 20.4 102.

4

0.20

0 26.7 98.9

0.27

0 51695 51008 (7+8)-V-3 (5+6)-V-2

Parz

.

Parz

.



Sin 2781 14018 83989 86524 83989 0 51008 206.4 10.25

Des 51695







ILN 2523 4134 978 -- 14.

07

14.

07

-

0.0

3

0.1

3

-

0.0

5

0.1

6 (5+6)-VI-2 (5+6)-VI-3

46.2 3569 1415 628 2542 14.

07

14.

07

-

0.0

3

0.1

6

-

0.0

5

0.1

5 (5+6)-VI-2 (5+6)-VI-3

CAMP 6839 -2 -- 1720 14.

07

14.

07

-

0.0

5

0.2

6

-

0.0

2

0.0

7 2 (7+8)-VI-2

415.4 5587 1838 788 1830 14.

07

14.

07

-

0.0

5

0.2

4

-

0.0

5

0.1

4 (5+6)-II-1 (7+8)-VI-2

FLN 4452 3794 1093 -- 14.

07

14.

07

-

0.0

4

0.2

1

-

0.0

5

0.1

4 (5+6)-VI-3 (7+8)-VI-2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008

(5+6)-VI-

2

(5+6)-VI-

3

Parz

.

Parz

.

46.2 16.7 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-VI-

2

(5+6)-VI-

3

Parz

.

Parz

.

CAMP 16.8 95.9 0.17 23.6 95.9 0.24 51695 51008 2 (7+8)-VI- Parz Parz

65

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+

5 6 2 . .

415.

4 16.8 95.9

0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-II-

1

(7+8)-VI-

2

Parz

.

Parz

.

FLN 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-VI-

3

(7+8)-VI-

2

Parz

.

Parz

.



Sin 6606 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 3800 14018 83989 53734 53734 -- -- -- 6.36

Des 6030 14018 83989 84882 83989 0 51695 100.0 10.05







ILN -- -- -- 342 14.

07

14.

07 -- --

-

0.0

0

0.0

1 (5+6)-III-4 2

12.0 -16 26 16 525 14.

07

14.

07 -- --

-

0.0

1

0.0

2 (5+6)-III-4 2

CAMP -61 1608 61 866 14.

07

14.

07 -- --

-

0.0

3

0.0

9 (5+6)-III-4 2

107.9 -- 2020 -- 454 14.

07

14.

07 -- --

-

0.0

3

0.0

9 1 2

FLN -- 2474 -- -- 14.

07

14.

07 -- --

-

0.0

3

0.0

9 1 2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.7 95.9 0.17

4 23.5 95.9

0.24

6 51695 51008

(5+6)-

III-4 2

Parz

.

Parz

.

12.0 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008

(5+6)-

III-4 2

Parz

.

Parz

.

CAMP 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008

(5+6)-

III-4 2

Parz

.

Parz

.

107.

9 -- -- -- 23.6 95.9

0.24

6 51695 51008 1 2 --

Parz

.

FLN -- -- -- 23.6 95.9 0.24

6 51695 51008 1 2 --

Parz

.



Sin 3964 14018 83989 86278 83989 0 51008 119.9 10.22

Des 51695

66







ILN 19570 -- -- -- 14.

07

14.

07

-

0.1

6

0.7

3 -- -- 2 1

48.0 19404 -- 149 -- 14.

07

14.

07

-

0.1

6

0.7

3 -- -- 2 1

CAMP 19048 -840 320 2061 14.

07

14.

07

-

0.1

5

0.7

2

-

0.0

2

0.0

5 2 (7+8)-III-2

432.2 9070 1453 1892 2407 14.

07

14.

07

-

0.0

9

0.4

1

-

0.0

5

0.1

5 (5+6)-III-3 (7+8)-III-2

FLN 6267 4131 2519 -- 14.

07

14.

07

-

0.0

7

0.3

3

-

0.0

5

0.1

6 (5+6)-III-3 (7+8)-III-2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.9 95.9 0.17

6 -- -- -- 51695 51008 2 1

Parz

. --

48.0 16.9 95.9 0.17

6 -- -- -- 51695 51008 2 1

Parz

. --

CAMP 16.9 95.9 0.17

6 23.6 95.9

0.24

6 51695 51008 2

(7+8)-

III-2

Parz

.

Parz

.

432.

2 16.8 95.9

0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-

III-3

(7+8)-

III-2

Parz

.

Parz

.

FLN 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-

III-3

(7+8)-

III-2

Parz

.

Parz

.



Sin 1908 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 5064 14018 83989 53051 53051 -- -- -- 6.28

Des 10089 14018 83989 84882 83989 0 51695 100.0 10.05







ILN 2318 6685 2190 -- 16.

08

14.

07

-

0.0

3

0.1

5

-

0.0

8

0.2

5 (5+6)-III-2 (5+6)-III-3

48.0 4755 3513 1775 2850 16.

08

14.

07

-

0.0

5

0.2

1

-

0.0

8

0.2

4 (5+6)-III-2 (5+6)-III-3

CAMP 17140 1378 1123 2112 16.

08

14.

07

-

0.1

0.6

0

-

0.0

0.1

3 2 (7+8)-III-3

67


4 4

432.3 18390 -- 971 -- 16.

08

14.

07

-

0.1

5

0.6

4 -- -- 2 1

FLN 19471 -- -- -- 16.

08

14.

07

-

0.1

5

0.6

4 -- -- 2 1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 17.8 95.9 0.18

6 23.2 95.9

0.24

2 58928 51013

(5+6)-

III-2

(5+6)-

III-3

Parz

.

Parz

.

48.0 17.9 95.9 0.18

6 23.2 95.9

0.24

2 58928 51013

(5+6)-

III-2

(5+6)-

III-3

Parz

.

Parz

.

CAMP 18.0 95.9 0.18

7 23.2 95.9

0.24

2 58928 51013 2

(7+8)-

III-3

Parz

.

Parz

.

432.

3 18.0 95.9

0.18

7 -- -- -- 58928 51013 2 1

Parz

. --

FLN 18.0 95.9 0.18

7 -- -- -- 58928 51013 2 1

Parz

. --



Sin 9153 14018 83989 84882 83989 0 51013 100.0 10.05

Cen 5732 14656 83989 53051 53051 -- -- -- 6.28

Des 3144 14018 83989 84882 83989 0 58928 100.0 10.05







ILN 2374 8479 1535 -- 14.

07

14.

07

-

0.0

3

0.1

5

-

0.1

1

0.3

2 (7+8)-I-2 (5+6)-I-3

96.0 6387 1820 1374 2710 14.

07

14.

07

-

0.0

6

0.2

9

-

0.0

6

0.1

7 (5+6)-I-2 (7+8)-I-3

CAMP 19638 -- -- -- 14.

07

14.

07

-

0.1

6

0.7

3 -- -- 2 1

864.3 12352 -- 2051 -- 14.

07

14.

07

-

0.1

1

0.5

4 -- -- 2 1

FLN 7543 2408 2169 -- 14.

07

14.

07

-

0.0

8

0.3

6

-

0.0

3

0.0

9 (5+6)-I-3 (7+8)-I-2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.7 95.9 0.17

5 23.7 95.9

0.24

7 51695 51008 (7+8)-I-2 (5+6)-I-3

Parz

.

Parz

.

68

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+

96.0 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008 (5+6)-I-2 (7+8)-I-3

Parz

.

Parz

.

CAMP 16.9 95.9 0.17

6 -- -- -- 51695 51008 2 1

Parz

. --

864.

3 16.8 95.9

0.17

6 -- -- -- 51695 51008 2 1

Parz

. --

FLN 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008 (5+6)-I-3 (7+8)-I-2

Parz

.

Parz

.



Sin 10553 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 5352 14018 83989 53253 53253 -- -- -- 6.31

Des 10239 14018 83989 84882 83989 0 51695 100.0 10.05







ILN -- 1979 -- -- 14.

07

14.

07 -- --

-

0.0

2

0.0

8 1 2

12.0 -- 1613 -- 366 14.

07

14.

07 -- --

-

0.0

2

0.0

8 1 2

CAMP -48 988 48 991 14.

07

14.

07 -- --

-

0.0

2

0.0

8 (5+6)-VI-3 2

108.0 -13 21 13 416 14.

07

14.

07 -- --

-

0.0

1

0.0

2 (5+6)-VI-3 2

FLN -- -- -- 271 14.

07

14.

07 -- --

-

0.0

0

0.0

1 (5+6)-VI-3 2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN -- -- -- 23.6 95.9 0.24

6 51695 51008 1 2 --

Parz

.

12.0 -- -- -- 23.6 95.9 0.24

6 51695 51008 1 2 --

Parz

.

CAMP 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008

(5+6)-VI-

3 2

Parz

.

Parz

.

108.

0 16.7 95.9

0.17

4 23.5 95.9

0.24

6 51695 51008

(5+6)-VI-

3 2

Parz

.

Parz

.

FLN 16.7 95.9 0.17

4 23.5 95.9

0.24

6 51695 51008

(5+6)-VI-

3 2

Parz

.

Parz

.



69


Sin 3198 14018 83989 86252 83989 0 51008 120.0 10.22

Des 51695







ILN 1626 -- 885 -- 14.

07

14.

07

-

0.0

2

0.0

9 -- -- 2 1

48.0 2610 -- 710 -- 14.

07

14.

07

-

0.0

3

0.1

2 -- -- 2 1

CAMP 4655 1439 -- 1027 14.

07

14.

07

-

0.0

4

0.1

7

-

0.0

3

0.0

9 (5+6)-IV-4 (7+8)-IV-1

432.0 3256 2582 723 1238 14.

07

14.

07

-

0.0

3

0.1

5

-

0.0

5

0.1

5 (5+6)-IV-4 (7+8)-IV-1

FLN 2049 3959 1085 -- 14.

07

14.

07

-

0.0

2

0.1

2

-

0.0

5

0.1

5 (5+6)-IV-4 (7+8)-IV-1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.7 95.9 0.17

4 -- -- -- 51695 51008 2 1

Parz

. --

48.0 16.7 95.9 0.17

4 -- -- -- 51695 51008 2 1

Parz

. --

CAMP 16.7 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-IV-

4

(7+8)-IV-

1

Parz

.

Parz

.

432.

0 16.7 95.9

0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-IV-

4

(7+8)-IV-

1

Parz

.

Parz

.

FLN 16.7 95.9 0.17

4 23.6 95.9

0.24

6 51695 51008

(5+6)-IV-

4

(7+8)-IV-

1

Parz

.

Parz

.



Sin 2237 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 1896 14018 83989 53051 53051 -- -- -- 6.28

Des 4775 14018 83989 84882 83989 0 51695 100.0 10.05







ILN 4190 2756 1277 -- 14.

07

14.

07

-

0.0

4

0.2

0

-

0.0

3

0.1

0 (5+6)-IV-3 (7+8)-IV-2

48.0 5610 1244 816 1359 14. 14. - 0.2 - 0.1 (5+6)-IV-3 (7+8)-IV-2

70


07 07 0.0

5

4 0.0

3

0

CAMP 7155 29 -- 1092 14.

07

14.

07

-

0.0

6

0.2

7

-

0.0

1

0.0

4 2 (7+8)-IV-2

432.1 3321 -- 1356 -- 14.

07

14.

07

-

0.0

4

0.1

7 -- -- 2 1

FLN 1486 -- 1650 -- 14.

07

14.

07

-

0.0

2

0.1

2 -- -- 2 1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-IV-

3

(7+8)-IV-

2

Parz

.

Parz

.

48.0 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008

(5+6)-IV-

3

(7+8)-IV-

2

Parz

.

Parz

.

CAMP 16.8 95.9 0.17

5 23.6 95.9

0.24

6 51695 51008 2

(7+8)-IV-

2

Parz

.

Parz

.

432.

1 16.7 95.9

0.17

5 -- -- -- 51695 51008 2 1

Parz

. --

FLN 16.7 95.9 0.17

4 -- -- -- 51695 51008 2 1

Parz

. --



Sin 5540 14018 83989 84882 83989 0 51008 100.0 10.05

Cen 2233 14018 83989 53051 53051 -- -- -- 6.28

Des 4150 14018 83989 84882 83989 0 51695 100.0 10.05

Verifica dei Pilastri


Pilastro : 1 [ 1 , 101 ]

Sez. R: By= 40.0 cm Bz=40.0 cm L=380.0 cm Ln=380.0 cm

Criterio : CLS_Pilastri - Verifica a presso-flessione deviata:Verificato

Piede AfSpigolo = 3.14 Afy = 2.01 Afz = 2.01

Testa AfSpigolo = 3.14 Afy = 2.01 Afz = 2.01

νmax=Nvert./(fcd*A)=0.05 < 0.65 [Comb. 2]

Zona C. N My Mz εc1 εc3 εc7 εc9 εf1 εf3 εf7 εf9 kg kg*m kg*m

Piede (5+6)-I-4 -6295 3137 -5484 -

0.80 0.58

-

0.07 1.31

-

0.59 0.51

-

0.00 1.10

Testa (5+6)-III-2 -8907 -3447 -5988 -

0.09 1.39

-

0.88 0.59

-

0.02 1.15

-

0.65 0.52

71

Verifica a taglio

Dir C. MrSup MrInf T Vrdns Vrcd Vrsd Vrd Ast/m cot(θ)

kg*m kg*m kg kg kg kg kg cmq/m

Y (5+6)-

III-2 14620 14848 8530 9925 32787 16724 16724 5.29 2.500

Z (5+6)-VI-

2 -- -- 7995 9896 32757 16724 16724 5.29 2.500

Pilastro : 2 [ 2 , 102 ]







Piede (5+6)-I-4 -15800 2602 -6584 -

0.85 0.64

-

0.29 1.21

-

0.64 0.55

-

0.19 1.00

Piede (5+6)-III-2 -15501 3666 5745 0.41 -

0.88 1.20

-

0.09 0.36

-

0.67 0.98

-

0.04

Testa (5+6)-I-4 -14280 -4552 6508 1.51 -

0.02 0.48

-

1.05 1.25 0.03 0.43

-

0.79

Verifica a taglio



Y (5+6)-

VIII-4 15532 15755 9057 10748 33639 16724 16724 5.29 2.500

Z (5+6)-IV-

2 -- -- 6692 10838 33732 16724 16724 5.29 2.500

Pilastro : 3 [ 3 , 103 ]







Piede (5+6)-IV-2 -8830 6296 2344 -

0.26

-

0.79 1.29 0.76

-

0.16

-

0.58 1.08 0.66

Piede (5+6)-III-2 -6858 3966 4736 0.34 -

0.82 1.29 0.12 0.32

-

0.60 1.07 0.15

Testa (5+6)-I-4 -9393 -2966 6473 1.40 -

0.20 0.72

-

0.88 1.17

-

0.11 0.63

-

0.64

Testa (5+6)-II-4 -8940 -5449 4088 1.38 0.43 0.05 -

0.90 1.15 0.39 0.09

-

0.67

Verifica a taglio



Y (5+6)-I-4 14693 14921 8573 9991 32855 16724 16724 5.29 2.500

72


Z (5+6)-I-4 14693 14921 8573 9991 32855 16724 16724 5.29 2.500

Pilastro : 4 [ 4 , 104 ]







Piede (5+6)-II-1 -22597 -4649 3055 0.73 0.17 -

0.13

-

0.69 0.59 0.14

-

0.10

-

0.55

Piede (7+8)-II-4 -15766 5137 -1908 -

0.64

-

0.25 0.45 0.83

-

0.49

-

0.18 0.37 0.68

Testa (5+6)-II-1 -21077 4526 -4261 -

0.81 0.03 0.09 0.93

-

0.63 0.04 0.08 0.75

Testa (7+8)-II-1 -16526 4565 -3556 -

0.75

-

0.02 0.21 0.93

-

0.58 0.00 0.18 0.76

Verifica a taglio



Y (5+6)-I-1 -- -- 8149 11706 34629 16724 16724 5.29 2.500

Z (5+6)-VI-

3 -- -- 8705 11583 34502 16724 16724 5.29 2.500

Pilastro : 5 [ 5 , 105 ]







Piede (5+6)-VIII-4 -19779 5619 -1928 -

0.68

-

0.30 0.45 0.83

-

0.53

-

0.22 0.38 0.68

Piede (7+8)-VIII-4 -15522 5557 -1696 -

0.66

-

0.31 0.54 0.89

-

0.50

-

0.22 0.46 0.74

Testa (5+6)-VIII-4 -18259 -5082 3395 0.96 0.27 -

0.09

-

0.78 0.78 0.24

-

0.05

-

0.60

Testa (7+8)-VIII-4 -14002 -5141 2725 0.98 0.41 -

0.15

-

0.72 0.81 0.35

-

0.09

-

0.55

Verifica a taglio



Y (5+6)-I-4 -- -- 7473 11528 34445 16724 16724 5.29 2.500

Z (5+6)-IV-

3 -- -- 9222 11536 34454 16724 16724 5.29 2.500

73

Pilastro : 6 [ 6 , 106 ]







Piede (5+6)-II-1 -17230 -4794 3876 1.01 0.21 -

0.00

-

0.80 0.82 0.19 0.02

-

0.62

Piede (7+8)-II-1 -13091 -4872 3278 1.04 0.33 -

0.05

-

0.75 0.85 0.29

-

0.01

-

0.57

Testa (5+6)-I-1 -17215 1655 -8175 -

0.90 1.00

-

0.53 1.37

-

0.67 0.84

-

0.38 1.14

Testa (5+6)-II-1 -15710 4652 -5810 -

0.99 0.33 0.04 1.36

-

0.75 0.30 0.07 1.12

Verifica a taglio



Y (5+6)-I-4 -- -- 9432 11405 34318 16724 16724 5.29 2.500

Z (5+6)-VI-

2 -- -- 8840 11619 34539 16724 16724 5.29 2.500

Pilastro : 7 [ 7 , 107 ]







Piede (5+6)-IV-3 -21283 -5937 -1985 0.48 0.87 -

0.72

-

0.33 0.39 0.71

-

0.56

-

0.24

Piede (7+8)-IV-3 -16654 -5841 -1566 0.59 0.91 -

0.67

-

0.35 0.49 0.75

-

0.51

-

0.25

Testa (5+6)-IV-3 -19763 6069 4075 -

0.10

-

0.95 1.21 0.36

-

0.05

-

0.73 0.99 0.31

Verifica a taglio



Y (5+6)-V-4 -- -- 7407 11607 34527 16724 16724 5.29 2.500

Z (5+6)-

VII-4 16351 16568 9529 11507 34424 16724 16724 5.29 2.500

Pilastro : 8 [ 8 , 108 ]






74


Piede (5+6)-II-1 -10004 -3496 2072 1.01 0.26 -

0.01

-

0.75 0.80 0.26

-

0.01

-

0.55

Piede (5+6)-V-2 -7862 1637 3224 0.57 -

0.69 1.04

-

0.22 0.44

-

0.47 0.82

-

0.10

Testa (5+6)-II-1 -8864 3188 -2163 -

0.73 0.06 0.21 1.00

-

0.53 0.05 0.22 0.79

Testa (5+6)-V-2 -6722 -1602 -3264 -

0.22 1.08

-

0.69 0.61

-

0.09 0.86

-

0.47 0.48

Verifica a taglio



Y (5+6)-V-4 -- -- 4402 8648 23909 12065 12065 5.29 2.500

Z (5+6)-VI-

3 -- -- 6023 5725 25012 16724 16724 5.29 2.500

Pilastro : 9 [ 9 , 109 ]







Piede (5+6)-II-1 -3179 -3118 1870 1.10 0.35 0.07 -

0.68 0.89 0.35 0.07

-

0.47

Testa (5+6)-V-2 -3812 -1013 -2895 -

0.25 0.96

-

0.55 0.65

-

0.11 0.76

-

0.35 0.52

Testa (5+6)-I-1 -3223 857 -2990 -

0.54 0.72

-

0.28 0.98

-

0.34 0.58

-

0.14 0.78

Verifica a taglio



Y (5+6)-V-1 -- -- 4191 8066 23307 12065 12065 5.29 2.500

Z (5+6)-VI-

2 -- -- 4335 4912 24171 16724 16724 5.29 2.500

Pilastro : 10 [ 0 , 110 ]







Piede 2 -35613 1076 -123 -

0.27

-

0.25

-

0.11

-

0.09

-

0.25

-

0.24

-

0.13

-

0.11

Piede (5+6)-VIII-2 -23803 11 -22 -

0.12

-

0.12

-

0.12

-

0.12

-

0.12

-

0.12

-

0.12

-

0.12

Testa 2 -34911 -3039 -843 - 0.15 - - - 0.08 - -

75

Zona C. N My Mz εc1 εc3 εc7 εc9 εf1 εf3 εf7 εf9 0.03 0.50 0.32 0.05 0.43 0.30

Testa (5+6)-V-2 -24056 -2167 -1382 -

0.08 0.23

-

0.45

-

0.14

-

0.07 0.15

-

0.37

-

0.14

Verifica a taglio



Y (5+6)-

VII-1 -- -- 2753 10666 25997 22924 22924 10.05 2.500

Z (5+6)-VI-

2 -- -- 2548 7547 26898 31775 26898 10.05 2.500

Pilastro : 10 [ 10 , 0 ]







Piede (5+6)-VI-2 -25297 3198 1223 -

0.24

-

0.55 0.36 0.04

-

0.22

-

0.45 0.25 0.02

Piede (7+8)-VI-2 -19194 3265 1063 -

0.24

-

0.54 0.46 0.16

-

0.21

-

0.43 0.35 0.13

Testa (5+6)-VI-2 -24157 -2905 -1223 0.02 0.32 -

0.52

-

0.21 0.00 0.23

-

0.42

-

0.20

Testa (7+8)-VI-2 -18054 -2969 -1063 0.12 0.42 -

0.50

-

0.20 0.10 0.32

-

0.40

-

0.18

Verifica a taglio



Y (5+6)-

VII-4 -- -- 3764 11114 26460 12065 12065 5.29 2.500

Z (5+6)-VI-

3 -- -- 5734 8061 27429 16724 16724 5.29 2.500

Pilastro : 11 [ 0 , 111 ]





νmax=Nvert./(fcd*A)=0 < 0.65 [Comb. (7+8)-II-1]


Piede (5+6)-VI-3 2814 1842 -258 -

0.23

-

0.13 0.50 0.61

-

0.14

-

0.07 0.44 0.52

Testa (5+6)-V-2 3650 -1856 -515 0.48 0.70 -

0.28

-

0.06 0.43 0.59

-

0.18

-

0.01

Testa 2 5656 -2343 72 0.79 0.76 -

0.21

-

0.24 0.69 0.66

-

0.11

-

0.13

76

Verifica a taglio



Y (5+6)-V-2 -- -- 1543 7463 22683 22924 22683 10.05 2.500

Z (5+6)-VI-

3 -- -- 2234 4341 23581 31775 23581 10.05 2.500

Pilastro : 11 [ 11 , 0 ]





νmax=Nvert./(fcd*A)=0.002 < 0.65 [Comb. (7+8)-V-2]


Piede (5+6)-VI-2 -816 3115 1451 -

0.02

-

0.60 1.07 0.49 0.01

-

0.41 0.88 0.46

Piede (5+6)-II-1 -13 -3579 872 1.08 0.73 -

0.20

-

0.55 0.90 0.65

-

0.12

-

0.37

Testa (5+6)-VI-2 324 -2738 -1335 0.44 0.99 -

0.54 0.01 0.42 0.82

-

0.36 0.04

Verifica a taglio



Y (5+6)-

VII-1 -- -- 3678 7793 23025 12065 12065 5.29 2.500

Z (5+6)-VI-

2 -- -- 5653 4451 23694 16724 16724 5.29 2.500

Pilastro : 12 [ 12 , 112 ]







Piede (5+6)-VII-4 -17132 1826 -6682 -

0.78 0.71

-

0.39 1.09

-

0.58 0.59

-

0.28 0.90

Piede (5+6)-VIII-4 -16245 4523 -4205 -

0.81 0.08 0.15 1.04

-

0.62 0.08 0.14 0.85

Testa (5+6)-VIII-4 -14725 -4535 6958 1.58 -

0.07 0.56

-

1.10 1.31

-

0.01 0.49

-

0.82

Verifica a taglio



Y (5+6)-

VII-4 -- -- 8527 10930 33827 16724 16724 5.29 2.500

Z (5+6)- 15619 15841 9107 10828 33721 16724 16724 5.29 2.500

77


VII-4

Pilastro : 13 [ 13 , 113 ]







Piede (7+8)-V-3 -10765 -2911 -5752 -

0.16 1.21

-

0.80 0.56

-

0.08 1.01

-

0.60 0.49

Testa (7+8)-V-2 -10934 -1089 -6205 -

0.41 1.06

-

0.65 0.82

-

0.28 0.89

-

0.47 0.70

Testa (7+8)-V-3 -9245 3193 4383 0.32 -

0.70 1.03 0.01 0.29

-

0.53 0.85 0.04

Verifica a taglio



Y (5+6)-VI-

1 15463 15687 9017 10686 33574 16724 16724 5.29 2.500

Z (5+6)-VI-

3 -- -- 7352 10683 33571 16724 16724 5.29 2.500

Pilastro : 14 [ 14 , 114 ]







Piede (5+6)-VII-1 -17044 -2506 7711 1.39 -

0.40 0.84

-

0.95 1.15

-

0.27 0.71

-

0.71

Testa (5+6)-VII-1 -15524 4463 -7708 -

1.17 0.68

-

0.15 1.70

-

0.87 0.60

-

0.06 1.41

Verifica a taglio



Y (5+6)-

VIII-1 15702 15924 9155 10904 33800 16724 16724 5.29 2.500

Z (5+6)-VI-

3 -- -- 6458 10983 33881 16724 16724 5.29 2.500

Pilastro : 15 [ 15 , 115 ]




78




Piede (5+6)-VII-1 -7364 -3585 5691 1.39 -

0.03 0.55

-

0.87 1.16 0.03 0.49

-

0.64

Testa (5+6)-VII-3 -9254 3449 6068 0.60 -

0.89 1.39

-

0.10 0.53

-

0.66 1.16

-

0.03

Verifica a taglio



Y (5+6)-V-3 14677 14905 8563 9976 32840 16724 16724 5.29 2.500

Z (5+6)-

VIII-1 -- -- 8133 9882 32743 16724 16724 5.29 2.500

Verifica delle travi


Trave : 19 [ 108 , 0 ] Pilastrate [8 , 10]


Criterio : CLS_Pilastri - Verifica a flessione :Verificato



ILN 1073 1024 -- -- 6.1

6

6.1

6

-

0.1

1

0.2

6

-

0.1

0

0.2

5 (7+8)-VI-2 (5+6)-VI-3

30.1 763 880 167 77 6.1

6

6.1

6

-

0.1

0

0.2

2

-

0.1

0

0.2

3 (7+8)-VI-2 (5+6)-VI-3

CAMP 894 710 194 92 6.1

6

6.1

6

-

0.1

1

0.2

6

-

0.0

8

0.1

9 (7+8)-VI-3 (5+6)-VI-3

270.6 1256 755 209 36 6.1

6

6.1

6

-

0.1

5

0.3

5

-

0.0

8

0.1

9 (7+8)-VI-3 (5+6)-VI-2

FLN 1644 822 -- -- 6.1

6

6.1

6

-

0.1

7

0.4

0

-

0.0

8

0.2

0 (7+8)-VI-3 (5+6)-VI-2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 10.7 35.9 0.29

9 10.7 35.9

0.29

9 8008 8008

(7+8)-VI-

2

(5+6)-VI-

3

Parz

.

Parz

.

30.1 10.7 35.9 0.29

9 10.7 35.9

0.29

9 8008 8008

(7+8)-VI-

2

(5+6)-VI-

3

Parz

.

Parz

.

CAMP 10.7 35.9 0.29

9 10.7 35.9

0.29

9 8008 8008

(7+8)-VI-

3

(5+6)-VI-

3

Parz

.

Parz

.

270. 10.8 35.9 0.30 10.7 35.9 0.29 8008 8008 (7+8)-VI- (5+6)-VI- Parz Parz

79

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+

6 0 9 3 2 . .

FLN 10.8 35.9 0.30

0 10.7 35.9

0.29

9 8008 8008

(7+8)-VI-

3

(5+6)-VI-

2

Parz

.

Parz

.



Sin 5777 5470 23581 39719 23581 5326 8008 40.0 12.57

Cen 5597 5470 23581 14443 14443 -- -- -- 4.57

Des 5777 5470 23581 39719 23581 5326 8008 40.0 12.57






ILN 1877 2308 -- -- 9.2

4

9.2

4

-

0.1

4

0.3

0

-

0.1

7

0.3

7 (7+8)-V-3 (5+6)-V-2

16.7 1431 1848 432 445 9.2

4

9.2

4

-

0.1

4

0.3

0

-

0.1

7

0.3

7 (7+8)-V-3 (5+6)-V-2

CAMP 1694 1377 531 455 9.2

4

9.2

4

-

0.1

6

0.3

6

-

0.1

3

0.2

9 (5+6)-VII-1 (5+6)-V-2

150.3 2244 1755 542 336 9.2

4

9.2

4

-

0.2

0

0.4

5

-

0.1

5

0.3

4 (5+6)-VII-1 (7+8)-VII-4

FLN 2804 2102 -- -- 9.2

4

9.2

4

-

0.2

0

0.4

5

-

0.1

5

0.3

4 (5+6)-VII-1 (7+8)-VII-4

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 11.2 35.9 0.31

1 11.2 35.9

0.31

1 11954 11954 (7+8)-V-3 (5+6)-V-2

Parz

.

Parz

.

16.7 11.2 35.9 0.31

1 11.2 35.9

0.31

1 11954 11954 (7+8)-V-3 (5+6)-V-2

Parz

.

Parz

.

CAMP 11.2 35.9 0.31

1 11.2 35.9

0.31

1 11954 11954

(5+6)-

VII-1 (5+6)-V-2

Parz

.

Parz

.

150.

3 11.2 35.9

0.31

2 11.2 35.9

0.31

1 11954 11954

(5+6)-

VII-1

(7+8)-

VII-4

Parz

.

Parz

.

FLN 11.2 35.9 0.31

2 11.2 35.9

0.31

1 11954 11954

(5+6)-

VII-1

(7+8)-

VII-4

Parz

.

Parz

.



Sin 14655 7692 31551 36315 31551 14321 11954 166.9 11.49

Des 11954



80




ILN 2231 517 -- 40 6.1

6

6.1

6

-

0.2

3

0.5

4

-

0.0

6

0.1

3 (5+6)-VI-2 (7+8)-VI-3

48.1 1529 637 236 17 6.1

6

6.1

6

-

0.1

8

0.4

2

-

0.0

7

0.1

6 (5+6)-VI-2 (7+8)-VI-3

CAMP 896 1443 212 49 6.1

6

6.1

6

-

0.1

1

0.2

7

-

0.1

5

0.3

6 (5+6)-VI-2 (5+6)-VI-2

433.3 905 1589 170 26 6.1

6

6.1

6

-

0.1

1

0.2

6

-

0.1

7

0.3

9 (7+8)-VI-3 (5+6)-VI-2

FLN 1411 1666 -- -- 6.1

6

6.1

6

-

0.1

5

0.3

4

-

0.1

7

0.4

0 (7+8)-VI-3 (5+6)-VI-2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 10.8 35.9 0.30

1 10.7 35.9

0.29

8 8008 8008

(5+6)-VI-

2

(7+8)-VI-

3

Parz

.

Parz

.

48.1 10.8 35.9 0.30

0 10.7 35.9

0.29

8 8008 8008

(5+6)-VI-

2

(7+8)-VI-

3

Parz

.

Parz

.

CAMP 10.7 35.9 0.29

9 10.8 35.9

0.30

0 8008 8008

(5+6)-VI-

2

(5+6)-VI-

2

Parz

.

Parz

.

433.

3 10.7 35.9

0.29

9 10.8 35.9

0.30

0 8008 8008

(7+8)-VI-

3

(5+6)-VI-

2

Parz

.

Parz

.

FLN 10.8 35.9 0.30

0 10.8 35.9

0.30

0 8008 8008

(7+8)-VI-

3

(5+6)-VI-

2

Parz

.

Parz

.



Sin 4049 5470 23581 39719 23581 3327 8008 40.0 12.57

Cen 3904 5470 23581 14890 14890 -- -- -- 4.71

Des 4049 5470 23581 39719 23581 3327 8008 40.0 12.57

Trave : 24 [ 0 , 2 ] Pilastrate [10 , -]





ILN 2042 -- -- -- 6.1

6

6.1

6

-

0.2

2

0.4

9 -- -- (5+6)-VI-2 1

50.0 1376 41 215 66 6.1

6

6.1

6

-

0.1

7

0.3

8

-

0.0

1

0.0

3 (5+6)-VI-2 (7+8)-VI-3

CAMP 780 1332 193 34 6.1

6

6.1

6

-

0.1

0

0.2

3

-

0.1

5

0.3

3 (5+6)-VI-2 (5+6)-II-4

450.0 294 1438 115 11 6.1

6

6.1

6

-

0.0

4

0.1

0

-

0.1

5

0.3

5 (7+8)-II-1 (5+6)-II-4

FLN 650 1473 -- -- 6.1 6.1 - 0.1 - 0.3 (7+8)-II-1 (5+6)-II-4

81


6 6 0.0

7

6 0.1

6

5

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 11.0 35.9 0.30

7 -- -- -- 7985 7985

(5+6)-VI-

2 1

Parz

. --

50.0 11.0 35.9 0.30

7 10.9 35.9

0.30

4 7985 7985

(5+6)-VI-

2

(7+8)-VI-

3

Parz

.

Parz

.

CAMP 11.0 35.9 0.30

6 11.0 35.9

0.30

6 7985 7985

(5+6)-VI-

2

(5+6)-II-

4

Parz

.

Parz

.

450.

0 10.9 35.9

0.30

5 11.0 35.9

0.30

6 7985 7985

(7+8)-II-

1

(5+6)-II-

4

Parz

.

Parz

.

FLN 10.9 35.9 0.30

5 11.0 35.9

0.30

6 7985 7985

(7+8)-II-

1

(5+6)-II-

4

Parz

.

Parz

.



Sin 3894 5224 22009 39719 22009 3194 7985 40.0 12.57

Cen 3754 5224 22009 13815 13815 -- -- -- 4.37

Des 3894 5224 22009 39719 22009 3194 7985 40.0 12.57



Criterio : CLS_TraviAlte - Verifica a flessione :Verificato



ILN 5587 -- -- -- 9.2

4

9.2

4

-

0.2

0

0.5

6 -- -- (5+6)-IV-3 1

48.8 4164 29 734 127 9.2

4

9.2

4

-

0.1

8

0.4

9

-

0.0

1

0.0

2 (5+6)-IV-3 (7+8)-IV-2

CAMP 2906 1418 649 90 9.2

4

9.2

4

-

0.1

3

0.3

6

-

0.0

5

0.1

5 (5+6)-IV-3

(5+6)-VIII-

1

438.9 2382 1593 494 15 9.2

4

9.2

4

-

0.1

0

0.2

9

-

0.0

6

0.1

6

(7+8)-VIII-

4

(5+6)-VIII-

1

FLN 3340 1623 -- -- 9.2

4

9.2

4

-

0.1

2

0.3

4

-

0.0

6

0.1

6

(7+8)-VIII-

4

(5+6)-VIII-

1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.7 55.9 0.26

4 -- -- -- 19183 19183

(5+6)-IV-

3 1

Parz

. --

48.8 14.7 55.9 0.26

3 14.6 55.9

0.26

1 19183 19183

(5+6)-IV-

3

(7+8)-IV-

2

Parz

.

Parz

.

CAMP 14.7 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183

(5+6)-IV-

3

(5+6)-

VIII-1

Parz

.

Parz

.

438.

9 14.7 55.9

0.26

2 14.6 55.9

0.26

1 19183 19183

(7+8)-

VIII-4

(5+6)-

VIII-1

Parz

.

Parz

.

82

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+

FLN 14.7 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183

(7+8)-

VIII-4

(5+6)-

VIII-1

Parz

.

Parz

.



Sin 5267 9326 48957 49478 48957 0 0 60.0 10.05

Cen 4592 9326 48957 30924 30924 -- -- -- 6.28

Des 4287 9326 48957 49478 48957 0 0 60.0 10.05






ILN 3472 919 -- 274 9.2

4

9.2

4

-

0.1

2

0.3

5

-

0.0

4

0.1

2

(7+8)-VIII-

1

(5+6)-VIII-

4

67.0 1901 1648 590 151 9.2

4

9.2

4

-

0.0

9

0.2

5

-

0.0

6

0.1

8

(7+8)-VIII-

1

(5+6)-VIII-

4

CAMP 2044 2133 641 -- 9.2

4

9.2

4

-

0.1

0

0.2

7

-

0.0

8

0.2

1

(5+6)-VIII-

4

(5+6)-VIII-

4

603.1 3751 -76 744 291 9.2

4

9.2

4

-

0.1

6

0.4

5

-

0.0

1

0.0

2

(5+6)-VIII-

4

(7+8)-VIII-

1

FLN 5733 -- -- -- 9.2

4

9.2

4

-

0.2

1

0.5

8 -- --

(5+6)-VIII-

4 1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.7 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183

(7+8)-

VIII-1

(5+6)-

VIII-4

Parz

.

Parz

.

67.0 14.6 55.9 0.26

2 14.6 55.9

0.26

2 19183 19183

(7+8)-

VIII-1

(5+6)-

VIII-4

Parz

.

Parz

.

CAMP 14.6 55.9 0.26

2 14.6 55.9

0.26

2 19183 19183

(5+6)-

VIII-4

(5+6)-

VIII-4

Parz

.

Parz

.

603.

1 14.7 55.9

0.26

3 14.6 55.9

0.26

1 19183 19183

(5+6)-

VIII-4

(7+8)-

VIII-1

Parz

.

Parz

.

FLN 14.7 55.9 0.26

4 -- -- -- 19183 19183

(5+6)-

VIII-4 1

Parz

. --



Sin 3999 9326 48957 49478 48957 0 0 60.0 10.05

Cen 4176 9326 48957 31222 31222 -- -- -- 6.34

Des 4583 9326 48957 49478 48957 0 0 60.0 10.05



83




ILN 5876 -- -- -- 9.2

4

9.2

4

-

0.2

1

0.5

9 -- -- (5+6)-IV-3 1

48.0 3179 116 1413 596 9.2

4

9.2

4

-

0.1

7

0.4

6

-

0.0

3

0.0

7 (5+6)-IV-3 (5+6)-IV-2

CAMP 1081 5429 1025 70 9.2

4

9.2

4

-

0.0

8

0.2

1

-

0.2

0

0.5

5 (7+8)-IV-3 (5+6)-IV-3

432.1 1078 5564 596 -- 9.2

4

9.2

4

-

0.0

6

0.1

7

-

0.2

0

0.5

6 (7+8)-IV-2 (5+6)-IV-3

FLN 2216 5526 -- -- 9.2

4

9.2

4

-

0.0

8

0.2

2

-

0.2

0

0.5

6 (7+8)-IV-2 (5+6)-IV-3

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.7 55.9 0.26

4 -- -- -- 19183 19183

(5+6)-IV-

3 1

Parz

. --

48.0 14.7 55.9 0.26

3 14.6 55.9

0.26

1 19183 19183

(5+6)-IV-

3

(5+6)-IV-

2

Parz

.

Parz

.

CAMP 14.6 55.9 0.26

2 14.7 55.9

0.26

4 19183 19183

(7+8)-IV-

3

(5+6)-IV-

3

Parz

.

Parz

.

432.

1 14.6 55.9

0.26

1 14.7 55.9

0.26

4 19183 19183

(7+8)-IV-

2

(5+6)-IV-

3

Parz

.

Parz

.

FLN 14.6 55.9 0.26

2 14.7 55.9

0.26

4 19183 19183

(7+8)-IV-

2

(5+6)-IV-

3

Parz

.

Parz

.



Sin 8657 9326 48957 49478 48957 0 0 60.0 10.05

Cen 7085 9326 48957 31221 31221 -- -- -- 6.34

Des 5388 9326 48957 49478 48957 0 0 60.0 10.05






ILN 716 7149 -- -- 9.2

4

9.2

4

-

0.0

3

0.0

7

-

0.2

6

0.7

2

(7+8)-VIII-

1

(5+6)-VIII-

4

48.0 -5 6665 378 253 9.2

4

9.2

4

-

0.0

1

0.0

4

-

0.2

5

0.7

0

(7+8)-VIII-

1

(5+6)-VIII-

4

CAMP 1072 6021 889 337 9.2

4

9.2

4

-

0.0

7

0.2

0

-

0.2

3

0.6

4

(5+6)-VIII-

4

(5+6)-VIII-

4

432.1 2770 393 963 241 9.2

4

9.2

4

-

0.1

3

0.3

8

-

0.0

2

0.0

6

(5+6)-VIII-

4

(7+8)-VIII-

1

FLN 4608 -207 -- 314 9.2 9.2 - 0.4 - 0.0 (5+6)-VIII- (7+8)-VIII-

84


4 4 0.1

7

6 0.0

0

1 4 1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.6 55.9 0.26

1 14.8 55.9

0.26

4 19183 19183

(7+8)-

VIII-1

(5+6)-

VIII-4

Parz

.

Parz

.

48.0 14.6 55.9 0.26

1 14.8 55.9

0.26

4 19183 19183

(7+8)-

VIII-1

(5+6)-

VIII-4

Parz

.

Parz

.

CAMP 14.6 55.9 0.26

2 14.8 55.9

0.26

4 19183 19183

(5+6)-

VIII-4

(5+6)-

VIII-4

Parz

.

Parz

.

432.

1 14.7 55.9

0.26

3 14.6 55.9

0.26

1 19183 19183

(5+6)-

VIII-4

(7+8)-

VIII-1

Parz

.

Parz

.

FLN 14.7 55.9 0.26

3 14.6 55.9

0.26

1 19183 19183

(5+6)-

VIII-4

(7+8)-

VIII-1

Parz

.

Parz

.



Sin 4218 9326 48957 49478 48957 0 0 60.0 10.05

Cen 5943 9326 48957 31215 31215 -- -- -- 6.34

Des 6529 9326 48957 49478 48957 0 0 60.0 10.05






ILN 6519 -- -- -- 9.2

4

9.2

4

-

0.2

4

0.6

6 -- -- (5+6)-I-4 1

48.0 4493 -188 1061 255 9.2

4

9.2

4

-

0.2

0

0.5

6

-

0.0

0

0.0

1 (5+6)-I-4 (7+8)-I-1

CAMP 2626 5371 978 429 9.2

4

9.2

4

-

0.1

3

0.3

6

-

0.2

1

0.5

8 (5+6)-I-4 (5+6)-I-4

432.2 427 6190 354 356 9.2

4

9.2

4

-

0.0

3

0.0

8

-

0.2

4

0.6

6 (7+8)-I-1 (5+6)-I-4

FLN 1103 6869 -- -- 9.2

4

9.2

4

-

0.0

4

0.1

1

-

0.2

5

0.6

9 (7+8)-I-1 (5+6)-I-4

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.8 55.9 0.26

4 -- -- -- 19183 19183 (5+6)-I-4 1

Parz

. --

48.0 14.7 55.9 0.26

4 14.6 55.9

0.26

1 19183 19183 (5+6)-I-4 (7+8)-I-1

Parz

.

Parz

.

CAMP 14.7 55.9 0.26

2 14.7 55.9

0.26

4 19183 19183 (5+6)-I-4 (5+6)-I-4

Parz

.

Parz

.

432.

2 14.6 55.9

0.26

1 14.8 55.9

0.26

4 19183 19183 (7+8)-I-1 (5+6)-I-4

Parz

.

Parz

.

85

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+

FLN 14.6 55.9 0.26

1 14.8 55.9

0.26

4 19183 19183 (7+8)-I-1 (5+6)-I-4

Parz

.

Parz

.



Sin 7251 9326 48957 49478 48957 0 0 60.0 10.05

Cen 6590 9326 48957 31202 31202 -- -- -- 6.34

Des 4425 9326 48957 49478 48957 0 0 60.0 10.05






ILN 1396 6421 -- -- 9.2

4

9.2

4

-

0.0

5

0.1

4

-

0.2

3

0.6

5 (7+8)-III-3 (5+6)-III-2

48.0 662 5846 384 301 9.2

4

9.2

4

-

0.0

4

0.1

1

-

0.2

2

0.6

2 (7+8)-III-3 (5+6)-III-2

CAMP 2531 5111 937 385 9.2

4

9.2

4

-

0.1

2

0.3

5

-

0.2

0

0.5

5 (5+6)-III-2 (5+6)-III-2

432.3 4320 -181 1011 235 9.2

4

9.2

4

-

0.1

9

0.5

4

-

0.0

0

0.0

1 (5+6)-III-2 (7+8)-III-3

FLN 6250 -- -- -- 9.2

4

9.2

4

-

0.2

3

0.6

3 -- -- (5+6)-III-2 1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.6 55.9 0.26

1 14.8 55.9

0.26

4 19183 19183

(7+8)-

III-3

(5+6)-

III-2

Parz

.

Parz

.

48.0 14.6 55.9 0.26

1 14.8 55.9

0.26

4 19183 19183

(7+8)-

III-3

(5+6)-

III-2

Parz

.

Parz

.

CAMP 14.7 55.9 0.26

2 14.7 55.9

0.26

4 19183 19183

(5+6)-

III-2

(5+6)-

III-2

Parz

.

Parz

.

432.

3 14.7 55.9

0.26

3 14.6 55.9

0.26

1 19183 19183

(5+6)-

III-2

(7+8)-

III-3

Parz

.

Parz

.

FLN 14.8 55.9 0.26

4 -- -- -- 19183 19183

(5+6)-

III-2 1

Parz

. --



Sin 4506 9326 48957 49478 48957 0 0 60.0 10.05

Cen 6395 9326 48957 31190 31190 -- -- -- 6.34

Des 6982 9326 48957 49478 48957 0 0 60.0 10.05



86




ILN 2545 1410 -- -- 9.2

4

9.2

4

-

0.0

9

0.2

6

-

0.0

5

0.1

4 (7+8)-II-4 (5+6)-II-1

20.7 1911 1031 634 379 9.2

4

9.2

4

-

0.0

9

0.2

6

-

0.0

5

0.1

4 (7+8)-II-4 (5+6)-II-1

CAMP 2519 1700 804 451 9.2

4

9.2

4

-

0.1

2

0.3

3

-

0.0

8

0.2

2 (5+6)-II-1 (7+8)-II-4

186.6 3175 2078 696 343 9.2

4

9.2

4

-

0.1

4

0.3

9

-

0.0

9

0.2

4 (5+6)-II-1 (7+8)-II-4

FLN 3871 2421 -- -- 9.2

4

9.2

4

-

0.1

4

0.3

9

-

0.0

9

0.2

4 (5+6)-II-1 (7+8)-II-4

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.6 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183

(7+8)-II-

4

(5+6)-II-

1

Parz

.

Parz

.

20.7 14.6 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183

(7+8)-II-

4

(5+6)-II-

1

Parz

.

Parz

.

CAMP 14.7 55.9 0.26

2 14.6 55.9

0.26

2 19183 19183

(5+6)-II-

1

(7+8)-II-

4

Parz

.

Parz

.

186.

6 14.7 55.9

0.26

3 14.6 55.9

0.26

2 19183 19183

(5+6)-II-

1

(7+8)-II-

4

Parz

.

Parz

.

FLN 14.7 55.9 0.26

3 14.6 55.9

0.26

2 19183 19183

(5+6)-II-

1

(7+8)-II-

4

Parz

.

Parz

.



Sin 8930 9326 48957 49478 48957 0 0 207.3 10.05

Des 0






ILN 5586 -- -- -- 9.2

4

9.2

4

-

0.2

0

0.5

6 -- -- (5+6)-VI-2 1

67.0 3615 -222 740 310 9.2

4

9.2

4

-

0.1

6

0.4

4

-

0.0

0

0.0

1 (5+6)-VI-2 (7+8)-VI-3

CAMP 1971 1618 617 -- 9.2

4

9.2

4

-

0.0

9

0.2

6

-

0.0

6

0.1

6 (5+6)-VI-2 (5+6)-II-4

603.1 1924 957 555 177 9.2

4

9.2

4

-

0.0

9

0.2

5

-

0.0

4

0.1

1 (7+8)-II-1 (5+6)-II-4

FLN 3404 211 -- 280 9.2

4

9.2

4

-

0.1

0.3

4

-

0.0

0.0

5 (7+8)-II-1 (5+6)-II-4

87


2 2

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.7 55.9 0.26

4 -- -- -- 19183 19183

(5+6)-VI-

2 1

Parz

. --

67.0 14.7 55.9 0.26

3 14.6 55.9

0.26

1 19183 19183

(5+6)-VI-

2

(7+8)-VI-

3

Parz

.

Parz

.

CAMP 14.6 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183

(5+6)-VI-

2

(5+6)-II-

4

Parz

.

Parz

.

603.

1 14.6 55.9

0.26

2 14.6 55.9

0.26

1 19183 19183

(7+8)-II-

1

(5+6)-II-

4

Parz

.

Parz

.

FLN 14.7 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183

(7+8)-II-

1

(5+6)-II-

4

Parz

.

Parz

.



Sin 4436 9326 48957 49478 48957 0 0 60.0 10.05

Cen 3944 9326 48957 31223 31223 -- -- -- 6.34

Des 3670 9326 48957 49478 48957 0 0 60.0 10.05






ILN 1668 5818 -- -- 9.2

4

9.2

4

-

0.0

6

0.1

7

-

0.2

1

0.5

9 (7+8)-II-4 (5+6)-II-1

48.0 664 5734 526 44 9.2

4

9.2

4

-

0.0

4

0.1

2

-

0.2

1

0.5

8 (7+8)-II-4 (5+6)-II-1

CAMP 1166 5482 1171 132 9.2

4

9.2

4

-

0.0

8

0.2

4

-

0.2

0

0.5

7 (5+6)-II-1 (5+6)-II-1

432.1 3400 -1 1380 429 9.2

4

9.2

4

-

0.1

7

0.4

8

-

0.0

2

0.0

4 (5+6)-II-1 (7+8)-II-4

FLN 6034 -- -- -- 9.2

4

9.2

4

-

0.2

2

0.6

1 -- -- (5+6)-II-1 1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.6 55.9 0.26

1 14.7 55.9

0.26

4 19183 19183

(7+8)-II-

4

(5+6)-II-

1

Parz

.

Parz

.

48.0 14.6 55.9 0.26

1 14.7 55.9

0.26

4 19183 19183

(7+8)-II-

4

(5+6)-II-

1

Parz

.

Parz

.

CAMP 14.6 55.9 0.26

2 14.7 55.9

0.26

4 19183 19183

(5+6)-II-

1

(5+6)-II-

1

Parz

.

Parz

.

432.

1 14.7 55.9

0.26

3 14.6 55.9

0.26

1 19183 19183

(5+6)-II-

1

(7+8)-II-

4

Parz

.

Parz

.

FLN 14.7 55.9 0.26 -- -- -- 19183 19183 (5+6)-II- 1 Parz --

88

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+

4 1 .



Sin 4910 9326 48957 49478 48957 0 0 60.0 10.05

Cen 6897 9326 48957 31218 31218 -- -- -- 6.34

Des 8560 9326 48957 49478 48957 0 0 60.0 10.05






ILN 3469 662 -- -- 9.2

4

9.2

4

-

0.1

2

0.3

5

-

0.0

2

0.0

7 (5+6)-V-4 (7+8)-V-1

35.0 2685 682 563 -- 9.2

4

9.2

4

-

0.1

2

0.3

3

-

0.0

2

0.0

7 (5+6)-V-4 (7+8)-V-1

CAMP 1975 950 510 134 9.2

4

9.2

4

-

0.0

9

0.2

5

-

0.0

4

0.1

1 (5+6)-V-4 (7+8)-V-3

315.1 2027 1137 462 81 9.2

4

9.2

4

-

0.0

9

0.2

5

-

0.0

4

0.1

2 (5+6)-V-2 (7+8)-V-3

FLN 2669 1250 -- -- 9.2

4

9.2

4

-

0.1

0

0.2

7

-

0.0

4

0.1

3 (5+6)-V-2 (7+8)-V-3

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.7 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183 (5+6)-V-4 (7+8)-V-1

Parz

.

Parz

.

35.0 14.7 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183 (5+6)-V-4 (7+8)-V-1

Parz

.

Parz

.

CAMP 14.6 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183 (5+6)-V-4 (7+8)-V-3

Parz

.

Parz

.

315.

1 14.6 55.9

0.26

2 14.6 55.9

0.26

1 19183 19183 (5+6)-V-2 (7+8)-V-3

Parz

.

Parz

.

FLN 14.6 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183 (5+6)-V-2 (7+8)-V-3

Parz

.

Parz

.



Sin 4840 9326 48957 49478 48957 0 0 60.0 10.05

Cen 4419 9326 48957 32140 32140 -- -- -- 6.53

Des 4446 9326 48957 49478 48957 0 0 60.0 10.05




89



ILN 7302 -- -- -- 9.2

4

9.2

4

-

0.2

6

0.7

4 -- -- (5+6)-VII-1 1

48.0 4936 -- 1240 -- 9.2

4

9.2

4

-

0.2

2

0.6

2 -- -- (5+6)-VII-1 1

CAMP 2729 7312 1157 608 9.2

4

9.2

4

-

0.1

4

0.3

9

-

0.2

9

0.8

0 (5+6)-VII-1 (5+6)-VII-1

432.0 -268 8473 274 535 9.2

4

9.2

4

-

0.0

0

0.0

0

-

0.3

3

0.9

1 (7+8)-VII-4 (5+6)-VII-1

FLN 255 9493 -- -- 9.2

4

9.2

4

-

0.0

1

0.0

3

-

0.3

5

0.9

6 (7+8)-VII-4 (5+6)-VII-1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.8 55.9 0.26

5 -- -- -- 19183 19183

(5+6)-

VII-1 1

Parz

. --

48.0 14.8 55.9 0.26

4 -- -- -- 19183 19183

(5+6)-

VII-1 1

Parz

. --

CAMP 14.7 55.9 0.26

3 14.8 55.9

0.26

5 19183 19183

(5+6)-

VII-1

(5+6)-

VII-1

Parz

.

Parz

.

432.

0 14.6 55.9

0.26

1 14.8 55.9

0.26

6 19183 19183

(7+8)-

VII-4

(5+6)-

VII-1

Parz

.

Parz

.

FLN 14.6 55.9 0.26

1 14.9 55.9

0.26

6 19183 19183

(7+8)-

VII-4

(5+6)-

VII-1

Parz

.

Parz

.



Sin 8230 9326 48957 49478 48957 0 0 60.0 10.05

Cen 7570 9326 48957 31228 31228 -- -- -- 6.35

Des 5406 9326 48957 49478 48957 0 0 60.0 10.05

Trave : 105 [ 2 , 113 ] Pilastrate [- , 13]





ILN 999 6211 1541 -- 9.2

4

9.2

4

-

0.0

9

0.2

6

-

0.2

2

0.6

3 (7+8)-V-2 (5+6)-V-3

10.9 1661 5766 1559 445 9.2

4

9.2

4

-

0.1

2

0.3

2

-

0.2

2

0.6

3 (7+8)-V-2 (5+6)-V-3

CAMP 6920 5315 1747 896 9.2

4

9.2

4

-

0.3

2

0.8

7

-

0.2

2

0.6

3 (5+6)-V-2 (5+6)-V-3

98.0 7790 2527 877 803 9.2

4

9.2

4

-

0.3

2

0.8

7

-

0.1

2

0.3

4 (5+6)-V-2 (7+8)-V-3

FLN 8667 2168 -- 819 9.2

4

9.2

4

-

0.3

0.8

7

-

0.1

0.3

0 (5+6)-V-2 (7+8)-V-3

90


2 1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.6 55.9 0.26

2 14.8 55.9

0.26

4 19183 19183 (7+8)-V-2 (5+6)-V-3

Parz

.

Parz

.

10.9 14.7 55.9 0.26

2 14.8 55.9

0.26

4 19183 19183 (7+8)-V-2 (5+6)-V-3

Parz

.

Parz

.

CAMP 14.8 55.9 0.26

5 14.8 55.9

0.26

4 19183 19183 (5+6)-V-2 (5+6)-V-3

Parz

.

Parz

.

98.0 14.8 55.9 0.26

5 14.7 55.9

0.26

2 19183 19183 (5+6)-V-2 (7+8)-V-3

Parz

.

Parz

.

FLN 14.8 55.9 0.26

5 14.7 55.9

0.26

2 19183 19183 (5+6)-V-2 (7+8)-V-3

Parz

.

Parz

.



Sin 12356 9326 48957 50077 48957 0 0 108.8 10.17

Des 0






ILN 669 6190 -- -- 9.2

4

9.2

4

-

0.0

2

0.0

7

-

0.2

2

0.6

2 (7+8)-V-2 (5+6)-V-3

50.0 -44 5509 359 343 9.2

4

9.2

4

-

0.0

1

0.0

3

-

0.2

1

0.5

9 (7+8)-V-2 (5+6)-V-3

CAMP 3983 4654 1005 430 9.2

4

9.2

4

-

0.1

8

0.5

0

-

0.1

8

0.5

1 (5+6)-V-3 (5+6)-V-3

450.1 5981 -83 1082 285 9.2

4

9.2

4

-

0.2

6

0.7

1

-

0.0

1

0.0

2 (5+6)-V-3 (7+8)-V-2

FLN 8131 -- -- -- 9.2

4

9.2

4

-

0.3

0

0.8

2 -- -- (5+6)-V-3 1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.6 55.9 0.26

1 14.8 55.9

0.26

4 19183 19183 (7+8)-V-2 (5+6)-V-3

Parz

.

Parz

.

50.0 14.6 55.9 0.26

1 14.7 55.9

0.26

4 19183 19183 (7+8)-V-2 (5+6)-V-3

Parz

.

Parz

.

CAMP 14.7 55.9 0.26

3 14.7 55.9

0.26

3 19183 19183 (5+6)-V-3 (5+6)-V-3

Parz

.

Parz

.

450.

1 14.8 55.9

0.26

4 14.6 55.9

0.26

1 19183 19183 (5+6)-V-3 (7+8)-V-2

Parz

.

Parz

.

FLN 14.8 55.9 0.26

5 -- -- -- 19183 19183 (5+6)-V-3 1

Parz

. --

91



Sin 4475 9326 48957 49478 48957 0 0 60.0 10.05

Cen 6722 9326 48957 30924 30924 -- -- -- 6.28

Des 7332 9326 48957 49478 48957 0 0 60.0 10.05






ILN -61 267 243 -- 9.2

4

9.2

4

-

0.0

1

0.0

2

-

0.0

1

0.0

3 (5+6)-VI-2 (5+6)-V-3

18.0 16 69 420 198 9.2

4

9.2

4

-

0.0

2

0.0

4

-

0.0

1

0.0

3 2 (5+6)-V-3

CAMP 2595 -131 667 283 9.2

4

9.2

4

-

0.1

2

0.3

3

-

0.0

1

0.0

2 2 (5+6)-VI-3

161.7 3064 -- 494 -- 9.2

4

9.2

4

-

0.1

3

0.3

6 -- -- 2 1

FLN 3559 -- -- -- 9.2

4

9.2

4

-

0.1

3

0.3

6 -- -- 2 1

X x- d- x-

/d- x+ d+

x+/d

+ Mr- Mr+ C- C+

Stat

o-

Stat

o+


ILN 14.6 55.9 0.26

1 14.6 55.9

0.26

1 19183 19183

(5+6)-VI-

2 (5+6)-V-3

Parz

.

Parz

.

18.0 14.6 55.9 0.26

1 14.6 55.9

0.26

1 19183 19183 2 (5+6)-V-3

Parz

.

Parz

.

CAMP 14.7 55.9 0.26

2 14.6 55.9

0.26

1 19183 19183 2

(5+6)-VI-

3

Parz

.

Parz

.

161.

7 14.7 55.9

0.26

2 -- -- -- 19183 19183 2 1

Parz

. --

FLN 14.7 55.9 0.26

2 -- -- -- 19183 19183 2 1

Parz

. --



Sin 2822 9326 48957 49574 48957 0 0 179.7 10.07

Des 0

Verifica SLU delle aste in Legno secondo NTC 2008


92

Asta: 106 [ 3 , 102 ]

Sez. R: b = 28.0cm h = 40.0cm L = 512.7cm

Crit.Prog: Legno_Tenso-Pressoflessione Verifica: Verificata

Verifica a pressoflessione (§4.4.8.1.8 - NTC 2008, §6.5.2.3 - CNR DT 206/2007)

Parametri di verifica: km = 0.70 kh,y = 1.04 kh,z = 1.08 kcrit,c = 0.75

kcrit,m = 1.00 Lo = 512.7cm Leff = 461.4cm

Instabilità di colonna: Instabilità nel piano XY Instabilità di trave:

Trascurabile

x Nd Myd Mzd σσσσc0d σσσσmyd σσσσmzd fc0d fmyd fmzd Kmod Comb. SF

cm kg kg*m kg*m kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

512.7 -2330 5322 0 -2 71 0 132 138 143 0.8 2 1.86

Verifica a taglio (§4.4.8.1.9 - NTC 2008)

x Tyd Tzd ττττd fvd Kmod Comb. SF

cm kg kg kg/cmq kg/cmq

512.7 0 6689 9 15 0.8 2 1.66

Asta: 106 [ 3 , 4 ]

Sez. R: b = 28.0cm h = 40.0cm L = 670.1cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -0 1258 3 -0 17 0 132 138 143 0.8 2 8.17




0.0 0 1130 2 15 0.8 2 9.84

Asta: 106 [ 4 , 5 ]

Sez. R: b = 28.0cm h = 40.0cm L = 487.7cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

487.7 -0 352 34 -0 5 1 99 103 107 0.6 1 20.09




93


487.7 11 527 1 11 0.6 1 15.81

Asta: 106 [ 114 , 5 ]

Sez. R: b = 28.0cm h = 40.0cm L = 512.7cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -2830 6611 41 -3 89 1 132 138 143 0.8 2 1.49

Verifica a tensoflessione (§4.4.8.1.7 - NTC 2008, §6.5.2.3 - CNR DT 206/2007)

Parametri di verifica: km = 0.70 kh = 1.04 kh,y = 1.04 kh,z =

1.08 kcrit,m = 1.00 Leff = 461.4cm

Instabilità di trave: Trascurabile

x Nd Myd Mzd σσσσt0d σσσσmyd σσσσmzd ft0d fmyd fmzd Kmod Comb. SF


q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

512.7 1110 2602 41 1 35 1 119 172 179 1 (7+8)

-VI-2 4.68




0.0 21 7784 10 15 0.8 2 1.43

Asta: 107 [ 115 , 5 ]

Sez. R: b = 28.0cm h = 40.0cm L = 702.3cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -1722 7278 17 -2 97 0 132 138 143 0.8 2 1.36




0.0 6 6877 9 15 0.8 2 1.62

Asta: 107 [ 5 , 106 ]

Sez. R: b = 28.0cm h = 40.0cm L = 708.8cm


94



1.08 kcrit,m = 1.00 Leff = 637.9cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 1718 7082 30 2 95 1 95 138 143 0.8 2 1.41




0.0 5 6791 9 15 0.8 2 1.64

Asta: 108 [ 3 , 103 ]

Sez. R: b = 28.0cm h = 40.0cm L = 702.6cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

702.6 -1291 5793 12 -1 78 0 132 138 143 0.8 2 1.72




702.6 4 4922 7 15 0.8 2 2.26

Asta: 109 [ 3 , 101 ]

Sez. R: b = 28.0cm h = 40.0cm L = 702.5cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

702.5 -1391 6614 11 -1 89 0 132 138 143 0.8 2 1.51



1.08 kcrit,m = 1.00 Leff = 632.3cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 654 2959 2 1 40 0 119 172 179 1 (7+8)

-III-4.26

95


3




702.5 3 5299 7 15 0.8 2 2.10

Asta: 110 [ 5 , 112 ]

Sez. R: b = 28.0cm h = 40.0cm L = 512.6cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

512.6 -2956 7064 16 -3 95 0 132 138 143 0.8 2 1.40




512.6 4 8357 11 15 0.8 2 1.33

Asta: 110 [ 110 , 5 ]

Sez. R: b = 28.0cm h = 40.0cm L = 485.3cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -0 548 24 -0 7 0 166 172 179 1

(5+6)

-VII-

3

22.55



1.08 kcrit,m = 1.00 Leff = 436.8cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 0 860 34 0 12 1 95 138 143 0.8 2 11.54




96


0.0 7 591 1 11 0.6 1 14.12

Asta: 110 [ 110 , 111 ]

Sez. R: b = 28.0cm h = 40.0cm L = 166.9cm




1.08 kcrit,m = 1.00 Leff = 150.3cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 0 852 15 0 11 0 95 138 143 0.8 2 11.89




0.0 11 858 1 15 0.8 2 12.96

Asta: 110 [ 111 , 6 ]

Sez. R: b = 28.0cm h = 40.0cm L = 175.2cm




1.08 kcrit,m = 1.00 Leff = 157.6cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 0 70 23 0 1 0 119 172 179 1 (5+6)

-VI-3

139.4

8




0.0 2 142 0 11 0.6 1 58.77

Asta: 111 [ 111 , 113 ]

Sez. R: b = 28.0cm h = 40.0cm L = 495.4cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

495.4 -772 1721 1 -1 23 0 166 172 179 1 (5+6)

-VI-3 7.19

97



1.08 kcrit,m = 1.00 Leff = 445.8cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 1207 2453 30 1 33 1 95 138 143 0.8 2 3.96




0.0 6 3137 4 15 0.8 2 3.55

Asta: 112 [ 104 , 0 ]

Sez. R: b = 28.0cm h = 40.0cm L = 337.7cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -1693 3952 9 -2 53 0 132 138 143 0.8 2 2.52




0.0 3 5374 7 15 0.8 2 2.07

Asta: 112 [ 0 , 3 ]

Sez. R: b = 28.0cm h = 40.0cm L = 175.2cm




1.08 kcrit,m = 1.00 Leff = 157.7cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

175.2 628 853 60 1 11 1 95 138 143 0.8 2 10.59




175.2 86 2279 3 15 0.8 2 4.88

Asta: 112 [ 0 , 3 ]

Sez. R: b = 28.0cm h = 40.0cm L = 175.2cm


98



1.08 kcrit,m = 1.00 Leff = 157.7cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

175.2 886 1007 57 1 13 1 95 138 143 0.8 2 8.97




175.2 84 3013 4 15 0.8 2 3.69

Asta: 112 [ 105 , 0 ]

Sez. R: b = 28.0cm h = 40.0cm L = 337.7cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -1413 3778 12 -1 51 0 132 138 143 0.8 2 2.64




0.0 4 4584 6 15 0.8 2 2.43

Asta: 113 [ 106 , 0 ]

Sez. R: b = 28.0cm h = 40.0cm L = 337.7cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -1663 4343 39 -1 58 1 132 138 143 0.8 2 2.29




0.0 23 5243 7 15 0.8 2 2.12

Asta: 113 [ 0 , 4 ]

Sez. R: b = 28.0cm h = 40.0cm L = 175.2cm


99



1.08 kcrit,m = 1.00 Leff = 157.7cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

175.2 1278 2065 28 1 28 1 95 138 143 0.8 2 4.65




175.2 43 4968 7 15 0.8 2 2.24

Asta: 113 [ 0 , 4 ]

Sez. R: b = 28.0cm h = 40.0cm L = 175.0cm




1.08 kcrit,m = 1.00 Leff = 157.5cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

175.0 1210 1522 55 1 20 1 95 138 143 0.8 2 6.08




175.0 66 4303 6 15 0.8 2 2.58

Asta: 113 [ 107 , 0 ]

Sez. R: b = 28.0cm h = 40.0cm L = 337.7cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -2637 5907 24 -2 79 0 132 138 143 0.8 2 1.68




0.0 18 8127 11 15 0.8 2 1.37

Asta: 114 [ 108 , 110 ]

Sez. R: b = 28.0cm h = 40.0cm L = 333.5cm


100



1.08 kcrit,m = 1.00 Leff = 300.2cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

333.5 2531 2745 35 2 37 1 95 138 143 0.8 2 3.41




333.5 14 4251 6 15 0.8 2 2.62

Asta: 114 [ 110 , 2 ]

Sez. R: b = 28.0cm h = 40.0cm L = 532.5cm




1.08 kcrit,m = 1.00 Leff = 479.2cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 2279 5802 7 2 78 0 95 138 143 0.8 2 1.71




532.5 5 6514 9 15 0.8 2 1.71

Asta: 115 [ 109 , 6 ]

Sez. R: b = 28.0cm h = 40.0cm L = 344.7cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -619 868 7 -1 12 0 166 172 179 1 (7+8)

-VI-2 13.98



1.08 kcrit,m = 1.00 Leff = 310.2cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

344.7 1234 1683 4 1 23 0 95 138 143 0.8 2 5.70

101




344.7 1 2277 3 15 0.8 2 4.88

Asta: 115 [ 6 , 1 ]

Sez. R: b = 28.0cm h = 40.0cm L = 507.7cm




1.08 kcrit,m = 1.00 Leff = 456.9cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 670 1504 19 1 20 0 95 138 143 0.8 2 6.48




0.0 3 1834 2 15 0.8 2 6.07

Asta: 22 [ 105 , 0 ]

Sez. R: b = 28.0cm h = 40.0cm L = 500.2cm




1.08

Instabilità di trave: Trascurata (Sezione completamente tesa!)



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 20760 867 3 19 12 0 95 138 143 0.8 2 3.57




0.0 6 484 1 11 0.6 1 17.24

Asta: 22 [ 0 , 104 ]

Sez. R: b = 28.0cm h = 40.0cm L = 500.2cm




1.08




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

500.2 20925 877 1 19 12 0 95 138 143 0.8 2 3.54

102




500.2 6 488 1 11 0.6 1 17.10

Asta: 23 [ 107 , 0 ]

Sez. R: b = 28.0cm h = 40.0cm L = 500.1cm




1.08




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 29809 972 62 27 13 1 95 138 143 0.8 2 2.62




0.0 16 529 1 11 0.6 1 15.76

Asta: 23 [ 0 , 106 ]

Sez. R: b = 28.0cm h = 40.0cm L = 500.1cm




1.08




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

500.1 26495 924 56 24 12 1 95 138 143 0.8 2 2.90




500.1 14 513 1 11 0.6 1 16.25

Asta: 25 [ 0 , 0 ]

Sez. R: b = 28.0cm h = 40.0cm L = 213.4cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

213.4 -201 139 22 -0 2 0 166 172 179 1 (7+8)

-III-73.44

103


4



1.08 kcrit,m = 1.00 Leff = 192.0cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

213.4 2939 617 144 3 8 3 95 138 143 0.8 2 9.89




0.0 77 503 1 15 0.8 2 21.85

Asta: 26 [ 0 , 0 ]

Sez. R: b = 28.0cm h = 40.0cm L = 213.4cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

192.1 -457 114 20 -0 2 0 166 172 179 1

(7+8)

-III-

1

77.54



1.08 kcrit,m = 1.00 Leff = 192.1cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

213.4 3126 568 124 3 8 2 95 138 143 0.8 2 10.39




0.0 67 467 1 15 0.8 2 23.56

Asta: 27 [ 0 , 0 ]

Sez. R: b = 28.0cm h = 40.0cm L = 213.4cm




1.08 kcrit,m = 1.00 Leff = 192.1cm


104



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

213.4 4502 1106 109 4 15 2 95 138 143 0.8 2 6.25




0.0 63 831 1 15 0.8 2 13.35

Asta: 28 [ 0 , 0 ]

Sez. R: b = 28.0cm h = 40.0cm L = 213.3cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

213.3 -1603 516 98 -1 7 2 166 172 179 1

(5+6)

-VII-

1

17.78



1.08 kcrit,m = 1.00 Leff = 192.0cm




q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

213.3 753 1093 138 1 15 3 95 138 143 0.8 2 7.92




0.0 79 867 1 15 0.8 2 12.78

Asta: 29 [ 0 , 4 ]

Sez. R: b = 28.0cm h = 40.0cm L = 180.0cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

180.0 -1265 276 133 -1 4 3 132 138 143 0.8 2 20.92


105



180.0 104 207 0 15 0.8 2 48.07

Asta: 31 [ 0 , 3 ]

Sez. R: b = 28.0cm h = 40.0cm L = 180.0cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

180.0 -2211 10 214 -2 0 4 132 138 143 0.8 2 22.59




0.0 127 17 0 15 0.8 2 86.71

Asta: 32 [ 108 , 5 ]

Sez. R: b = 28.0cm h = 40.0cm L = 610.7cm






Trascurabile



q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -3059 625 42 -3 8 1 99 103 107 0.6 1 7.52




0.0 15 426 1 11 0.6 1 19.56

VERIFICHE STATO LIMITE DI ESERCIZIO

Verifica delle travi (Stati limite esercizio)




106

Criterio : CLS_Pilastri

Combinazione Rara: σca[kg/cmq]=149 σfa[kg/cmq]=3600

X M+ M- Afsup Afinf σc+ σf+ σc- σf- Cb+ Cb-. Ver.

cm kg*m kg*m cmq cmq kg/cm

q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 21 6.16 6.16 -- -- -0 10 1 1 Si

30.1 63 -- 6.16 6.16 -1 32 -- -- 1 1 Si

150.4 128 -- 6.16 6.16 -2 64 -- -- 1 1 Si

270.6 -- 242 6.16 6.16 -- -- -3 122 1 1 Si

300.7 -- 402 6.16 6.16 -- -- -6 203 1 1 Si

Combinazione QP: σca[kg/cmq]=112 σfa[kg/cmq]=3600



q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 22 6.16 6.16 -- -- -0 11 7 7 Si

30.1 62 -- 6.16 6.16 -1 31 -- -- 7 7 Si

150.4 126 -- 6.16 6.16 -2 63 -- -- 7 7 Si

270.6 -- 245 6.16 6.16 -- -- -3 123 7 7 Si

300.7 -- 405 6.16 6.16 -- -- -6 204 7 7 Si

Verifica aperture fessure:Wamm_Freq[mm]=0.400 Wamm_Qp[mm]=0.300

X M Act Aft pAft Sr,max σfmed Wd Wk Cb Ver.

cm kg*m mq cmq cm cm kg/cmq mm mm

0.0 21 0.0 6.16 17.59 25.3 11 0.001 0.001 4(Freq

) Si

0.0 22 0.0 6.16 17.59 25.3 11 0.001 0.001 7(Qp) Si

30.1 -62 0.0 6.16 17.59 25.3 31 0.002 0.002 7(Qp) Si

30.1 -62 0.0 6.16 17.59 25.3 31 0.002 0.002 5(Freq

) Si

150.4 -126 0.0 6.16 17.59 25.3 63 0.005 0.005 7(Qp) Si

150.4 -126 0.0 6.16 17.59 25.3 63 0.005 0.005 5(Freq

) Si

270.6 245 0.0 6.16 17.59 25.3 123 0.009 0.009 7(Qp) Si

270.6 243 0.0 6.16 17.59 25.3 123 0.009 0.009 4(Freq

) Si

300.7 405 0.0 6.16 17.59 25.3 204 0.015 0.015 7(Qp) Si

300.7 404 0.0 6.16 17.59 25.3 204 0.015 0.015 4(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 306 -- 9.24 9.24 -3 103 -- -- 1 1 Si

16.7 280 -- 9.24 9.24 -3 94 -- -- 1 1 Si

83.5 65 -- 9.24 9.24 -1 22 -- -- 1 1 Si

150.3 -- 328 9.24 9.24 -- -- -3 111 1 1 Si

166.9 -- 455 9.24 9.24 -- -- -5 153 1 1 Si



cm kg*m kg*m cmq cmq kg/cm kg/cm kg/cm kg/cm

107


q q q q

0.0 276 -- 9.24 9.24 -3 93 -- -- 7 7 Si

16.7 256 -- 9.24 9.24 -3 86 -- -- 7 7 Si

83.5 67 -- 9.24 9.24 -1 23 -- -- 7 7 Si

150.3 -- 300 9.24 9.24 -- -- -3 101 7 7 Si

166.9 -- 420 9.24 9.24 -- -- -4 142 7 7 Si




0.0 -276 0.0 9.24 26.39 23.9 93 0.006 0.006 5(Freq

) Si

0.0 -276 0.0 9.24 26.39 23.9 93 0.006 0.006 7(Qp) Si

16.7 -256 0.0 9.24 26.39 23.9 86 0.006 0.006 7(Qp) Si

16.7 -256 0.0 9.24 26.39 23.9 86 0.006 0.006 5(Freq

) Si

83.5 -67 0.0 9.24 26.39 23.9 23 0.002 0.002 7(Qp) Si

83.5 -66 0.0 9.24 26.39 23.9 22 0.002 0.002 4(Freq

) Si

150.3 300 0.0 9.24 26.39 23.9 101 0.007 0.007 7(Qp) Si

150.3 300 0.0 9.24 26.39 23.9 101 0.007 0.007 5(Freq

) Si

166.9 420 0.0 9.24 26.39 23.9 142 0.010 0.010 7(Qp) Si

166.9 420 0.0 9.24 26.39 23.9 142 0.010 0.010 5(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 942 6.16 6.16 -- -- -13 475 1 1 Si

48.1 -- 506 6.16 6.16 -- -- -7 255 1 1 Si

240.7 544 -- 6.16 6.16 -8 274 -- -- 1 1 Si

433.3 481 -- 6.16 6.16 -7 242 -- -- 1 1 Si

481.5 291 -- 6.16 6.16 -4 147 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 914 6.16 6.16 -- -- -13 461 7 7 Si

48.1 -- 486 6.16 6.16 -- -- -7 245 7 7 Si

240.7 531 -- 6.16 6.16 -8 268 -- -- 7 7 Si

433.3 434 -- 6.16 6.16 -6 219 -- -- 7 7 Si

481.5 237 -- 6.16 6.16 -3 119 -- -- 7 7 Si




0.0 914 0.0 6.16 17.59 25.3 461 0.033 0.033 5(Freq

) Si

0.0 914 0.0 6.16 17.59 25.3 461 0.033 0.033 7(Qp) Si

48.1 486 0.0 6.16 17.59 25.3 245 0.018 0.018 7(Qp) Si

108


48.1 486 0.0 6.16 17.59 25.3 245 0.018 0.018 5(Freq

) Si

240.7 -531 0.0 6.16 17.59 25.3 268 0.019 0.019 7(Qp) Si

240.7 -531 0.0 6.16 17.59 25.3 268 0.019 0.019 5(Freq

) Si

433.3 -434 0.0 6.16 17.59 25.3 219 0.016 0.016 7(Qp) Si

433.3 -434 0.0 6.16 17.59 25.3 219 0.016 0.016 5(Freq

) Si

481.5 -237 0.0 6.16 17.59 25.3 119 0.009 0.009 7(Qp) Si

481.5 -237 0.0 6.16 17.59 25.3 119 0.009 0.009 5(Freq

) Si

Trave : 24 [ 0 , 2 ] Pilastrate [10 , -]






q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1258 6.16 6.16 -- -- -19 636 1 1 Si

50.0 -- 755 6.16 6.16 -- -- -11 382 1 1 Si

250.0 557 -- 6.16 6.16 -8 281 -- -- 1 1 Si

450.0 748 -- 6.16 6.16 -11 378 -- -- 1 1 Si

500.0 621 -- 6.16 6.16 -9 314 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1218 6.16 6.16 -- -- -18 616 7 7 Si

50.0 -- 726 6.16 6.16 -- -- -11 367 7 7 Si

250.0 542 -- 6.16 6.16 -8 274 -- -- 7 7 Si

450.0 689 -- 6.16 6.16 -10 348 -- -- 7 7 Si

500.0 551 -- 6.16 6.16 -8 279 -- -- 7 7 Si




0.0 1218 0.0 6.16 17.59 24.4 616 0.043 0.043 5(Freq

) Si

0.0 1218 0.0 6.16 17.59 24.4 616 0.043 0.043 7(Qp) Si

50.0 726 0.0 6.16 17.59 24.4 367 0.026 0.026 7(Qp) Si

50.0 726 0.0 6.16 17.59 24.4 367 0.026 0.026 5(Freq

) Si

250.0 -542 0.0 6.16 17.59 24.4 274 0.019 0.019 7(Qp) Si

250.0 -542 0.0 6.16 17.59 24.4 274 0.019 0.019 5(Freq

) Si

450.0 -689 0.0 6.16 17.59 24.4 348 0.024 0.024 7(Qp) Si

450.0 -689 0.0 6.16 17.59 24.4 348 0.024 0.024 5(Freq

) Si

500.0 -551 0.0 6.16 17.59 24.4 279 0.019 0.019 7(Qp) Si

500.0 -551 0.0 6.16 17.59 24.4 279 0.019 0.019 5(Freq

) Si



109

Criterio : CLS_TraviAlte




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 4154 -- 9.24 9.24 -21 878 -- -- 1 1 Si

48.0 4169 -- 9.24 9.24 -21 881 -- -- 1 1 Si

240.1 2637 -- 9.24 9.24 -13 557 -- -- 1 1 Si

432.1 -- 1318 9.24 9.24 -- -- -7 279 1 1 Si

480.1 -- 2666 9.24 9.24 -- -- -13 563 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 3841 -- 9.24 9.24 -19 812 -- -- 7 7 Si

48.0 3891 -- 9.24 9.24 -19 822 -- -- 7 7 Si

240.1 2512 -- 9.24 9.24 -13 531 -- -- 7 7 Si

432.1 -- 1275 9.24 9.24 -- -- -6 269 7 7 Si

480.1 -- 2580 9.24 9.24 -- -- -13 545 7 7 Si




0.0 -3841 0.0 9.24 26.39 24.5 812 0.057 0.057 5(Freq

) Si

0.0 -3841 0.0 9.24 26.39 24.5 812 0.057 0.057 7(Qp) Si

48.0 -3891 0.0 9.24 26.39 24.5 822 0.058 0.058 7(Qp) Si

48.0 -3891 0.0 9.24 26.39 24.5 822 0.058 0.058 5(Freq

) Si

240.1 -2512 0.0 9.24 26.39 24.5 531 0.037 0.037 7(Qp) Si

240.1 -2512 0.0 9.24 26.39 24.5 531 0.037 0.037 5(Freq

) Si

432.1 1275 0.0 9.24 26.39 24.5 269 0.019 0.019 7(Qp) Si

432.1 1275 0.0 9.24 26.39 24.5 269 0.019 0.019 5(Freq

) Si

480.1 2580 0.0 9.24 26.39 24.5 545 0.038 0.038 7(Qp) Si

480.1 2580 0.0 9.24 26.39 24.5 545 0.038 0.038 5(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 3793 9.24 9.24 -- -- -19 802 1 1 Si

48.0 -- 1567 9.24 9.24 -- -- -8 331 1 1 Si

240.0 3178 -- 9.24 9.24 -16 672 -- -- 1 1 Si

432.1 2789 -- 9.24 9.24 -14 589 -- -- 1 1 Si

480.1 2163 -- 9.24 9.24 -11 457 -- -- 1 1 Si




110


q q q q

0.0 -- 3653 9.24 9.24 -- -- -18 772 7 7 Si

48.0 -- 1532 9.24 9.24 -- -- -8 324 7 7 Si

240.0 2999 -- 9.24 9.24 -15 634 -- -- 7 7 Si

432.1 2607 -- 9.24 9.24 -13 551 -- -- 7 7 Si

480.1 1994 -- 9.24 9.24 -10 421 -- -- 7 7 Si




0.0 3653 0.0 9.24 26.39 24.5 772 0.054 0.054 5(Freq

) Si

0.0 3653 0.0 9.24 26.39 24.5 772 0.054 0.054 7(Qp) Si

48.0 1532 0.0 9.24 26.39 24.5 324 0.023 0.023 7(Qp) Si

48.0 1532 0.0 9.24 26.39 24.5 324 0.023 0.023 5(Freq

) Si

240.0 -2999 0.0 9.24 26.39 24.5 634 0.044 0.044 7(Qp) Si

240.0 -2999 0.0 9.24 26.39 24.5 634 0.044 0.044 5(Freq

) Si

432.1 -2607 0.0 9.24 26.39 24.5 551 0.039 0.039 7(Qp) Si

432.1 -2607 0.0 9.24 26.39 24.5 551 0.039 0.039 5(Freq

) Si

480.1 -1994 0.0 9.24 26.39 24.5 421 0.030 0.030 7(Qp) Si

480.1 -1994 0.0 9.24 26.39 24.5 421 0.030 0.030 5(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1098 9.24 9.24 -- -- -5 232 1 1 Si

67.0 41 -- 9.24 9.24 -0 9 -- -- 1 1 Si

335.0 1356 -- 9.24 9.24 -7 287 -- -- 1 1 Si

603.1 -- 2188 9.24 9.24 -- -- -11 462 1 1 Si

670.1 -- 3782 9.24 9.24 -- -- -19 799 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1158 9.24 9.24 -- -- -6 245 7 7 Si

67.0 -- 15 9.24 9.24 -- -- -0 3 7 7 Si

335.0 1354 -- 9.24 9.24 -7 286 -- -- 7 7 Si

603.1 -- 2096 9.24 9.24 -- -- -10 443 7 7 Si

670.1 -- 3664 9.24 9.24 -- -- -18 774 7 7 Si




0.0 1128 0.0 9.24 26.39 24.5 238 0.017 0.017 4(Freq

) Si

0.0 1158 0.0 9.24 26.39 24.5 245 0.017 0.017 7(Qp) Si

67.0 15 0.0 9.24 26.39 24.5 3 0.000 0.000 7(Qp) Si

111


67.0 -13 0.0 9.24 26.39 24.5 3 0.000 0.000 4(Freq

) Si

335.0 -1354 0.0 9.24 26.39 24.5 286 0.020 0.020 7(Qp) Si

335.0 -1354 0.0 9.24 26.39 24.5 286 0.020 0.020 5(Freq

) Si

603.1 2096 0.0 9.24 26.39 24.5 443 0.031 0.031 7(Qp) Si

603.1 2096 0.0 9.24 26.39 24.5 443 0.031 0.031 5(Freq

) Si

670.1 3664 0.0 9.24 26.39 24.5 774 0.054 0.054 7(Qp) Si

670.1 3664 0.0 9.24 26.39 24.5 774 0.054 0.054 5(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 3396 9.24 9.24 -- -- -17 718 1 1 Si

48.8 -- 2407 9.24 9.24 -- -- -12 509 1 1 Si

243.8 -- 88 9.24 9.24 -- -- -0 19 1 1 Si

438.9 -- 263 9.24 9.24 -- -- -1 56 1 1 Si

487.7 -- 677 9.24 9.24 -- -- -3 143 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 3258 9.24 9.24 -- -- -16 689 7 7 Si

48.8 -- 2294 9.24 9.24 -- -- -11 485 7 7 Si

243.8 -- 61 9.24 9.24 -- -- -0 13 7 7 Si

438.9 -- 307 9.24 9.24 -- -- -2 65 7 7 Si

487.7 -- 738 9.24 9.24 -- -- -4 156 7 7 Si




0.0 3258 0.0 9.24 26.39 24.5 689 0.048 0.048 5(Freq

) Si

0.0 3258 0.0 9.24 26.39 24.5 689 0.048 0.048 7(Qp) Si

48.8 2294 0.0 9.24 26.39 24.5 485 0.034 0.034 7(Qp) Si

48.8 2294 0.0 9.24 26.39 24.5 485 0.034 0.034 5(Freq

) Si

243.8 61 0.0 9.24 26.39 24.5 13 0.001 0.001 7(Qp) Si

243.8 61 0.0 9.24 26.39 24.5 13 0.001 0.001 5(Freq

) Si

438.9 307 0.0 9.24 26.39 24.5 65 0.005 0.005 7(Qp) Si

438.9 285 0.0 9.24 26.39 24.5 60 0.004 0.004 4(Freq

) Si

487.7 738 0.0 9.24 26.39 24.5 156 0.011 0.011 7(Qp) Si

487.7 707 0.0 9.24 26.39 24.5 150 0.010 0.010 4(Freq

) Si



112





q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 3225 -- 9.24 9.24 -16 682 -- -- 1 1 Si

48.0 3206 -- 9.24 9.24 -16 678 -- -- 1 1 Si

240.2 1537 -- 9.24 9.24 -8 325 -- -- 1 1 Si

432.3 -- 2558 9.24 9.24 -- -- -13 541 1 1 Si

480.4 -- 3941 9.24 9.24 -- -- -20 833 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 2987 -- 9.24 9.24 -15 631 -- -- 7 7 Si

48.0 3001 -- 9.24 9.24 -15 634 -- -- 7 7 Si

240.2 1478 -- 9.24 9.24 -7 312 -- -- 7 7 Si

432.3 -- 2455 9.24 9.24 -- -- -12 519 7 7 Si

480.4 -- 3797 9.24 9.24 -- -- -19 802 7 7 Si




0.0 -2987 0.0 9.24 26.39 24.5 631 0.044 0.044 5(Freq

) Si

0.0 -2987 0.0 9.24 26.39 24.5 631 0.044 0.044 7(Qp) Si

48.0 -3001 0.0 9.24 26.39 24.5 634 0.044 0.044 7(Qp) Si

48.0 -3001 0.0 9.24 26.39 24.5 634 0.044 0.044 5(Freq

) Si

240.2 -1478 0.0 9.24 26.39 24.5 312 0.022 0.022 7(Qp) Si

240.2 -1478 0.0 9.24 26.39 24.5 312 0.022 0.022 5(Freq

) Si

432.3 2455 0.0 9.24 26.39 24.5 519 0.036 0.036 7(Qp) Si

432.3 2455 0.0 9.24 26.39 24.5 519 0.036 0.036 5(Freq

) Si

480.4 3797 0.0 9.24 26.39 24.5 802 0.056 0.056 7(Qp) Si

480.4 3797 0.0 9.24 26.39 24.5 802 0.056 0.056 5(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 4140 9.24 9.24 -- -- -21 875 1 1 Si

48.0 -- 2665 9.24 9.24 -- -- -13 563 1 1 Si

240.1 1655 -- 9.24 9.24 -8 350 -- -- 1 1 Si

432.2 3566 -- 9.24 9.24 -18 754 -- -- 1 1 Si

480.2 3686 -- 9.24 9.24 -18 779 -- -- 1 1 Si




113


q q q q

0.0 -- 3984 9.24 9.24 -- -- -20 842 7 7 Si

48.0 -- 2557 9.24 9.24 -- -- -13 540 7 7 Si

240.1 1588 -- 9.24 9.24 -8 336 -- -- 7 7 Si

432.2 3338 -- 9.24 9.24 -17 706 -- -- 7 7 Si

480.2 3419 -- 9.24 9.24 -17 723 -- -- 7 7 Si




0.0 3984 0.0 9.24 26.39 24.5 842 0.059 0.059 5(Freq

) Si

0.0 3984 0.0 9.24 26.39 24.5 842 0.059 0.059 7(Qp) Si

48.0 2557 0.0 9.24 26.39 24.5 540 0.038 0.038 7(Qp) Si

48.0 2557 0.0 9.24 26.39 24.5 540 0.038 0.038 5(Freq

) Si

240.1 -1588 0.0 9.24 26.39 24.5 336 0.023 0.023 7(Qp) Si

240.1 -1588 0.0 9.24 26.39 24.5 336 0.023 0.023 5(Freq

) Si

432.2 -3338 0.0 9.24 26.39 24.5 706 0.049 0.049 7(Qp) Si

432.2 -3338 0.0 9.24 26.39 24.5 706 0.049 0.049 5(Freq

) Si

480.2 -3419 0.0 9.24 26.39 24.5 723 0.051 0.051 7(Qp) Si

480.2 -3419 0.0 9.24 26.39 24.5 723 0.051 0.051 5(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 2672 -- 9.24 9.24 -13 565 -- -- 1 1 Si

48.0 3141 -- 9.24 9.24 -16 664 -- -- 1 1 Si

240.0 3011 -- 9.24 9.24 -15 636 -- -- 1 1 Si

432.1 -- 1834 9.24 9.24 -- -- -9 388 1 1 Si

480.1 -- 4016 9.24 9.24 -- -- -20 849 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 2473 -- 9.24 9.24 -12 523 -- -- 7 7 Si

48.0 2939 -- 9.24 9.24 -15 621 -- -- 7 7 Si

240.0 2841 -- 9.24 9.24 -14 600 -- -- 7 7 Si

432.1 -- 1789 9.24 9.24 -- -- -9 378 7 7 Si

480.1 -- 3872 9.24 9.24 -- -- -19 818 7 7 Si




0.0 -2473 0.0 9.24 26.39 24.5 523 0.037 0.037 5(Freq

) Si

0.0 -2473 0.0 9.24 26.39 24.5 523 0.037 0.037 7(Qp) Si

48.0 -2939 0.0 9.24 26.39 24.5 621 0.043 0.043 7(Qp) Si

114


48.0 -2939 0.0 9.24 26.39 24.5 621 0.043 0.043 5(Freq

) Si

240.0 -2841 0.0 9.24 26.39 24.5 600 0.042 0.042 7(Qp) Si

240.0 -2841 0.0 9.24 26.39 24.5 600 0.042 0.042 5(Freq

) Si

432.1 1789 0.0 9.24 26.39 24.5 378 0.026 0.026 7(Qp) Si

432.1 1789 0.0 9.24 26.39 24.5 378 0.026 0.026 5(Freq

) Si

480.1 3872 0.0 9.24 26.39 24.5 818 0.057 0.057 7(Qp) Si

480.1 3872 0.0 9.24 26.39 24.5 818 0.057 0.057 5(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 3800 9.24 9.24 -- -- -19 803 1 1 Si

67.0 -- 2164 9.24 9.24 -- -- -11 457 1 1 Si

335.0 1138 -- 9.24 9.24 -6 241 -- -- 1 1 Si

603.1 -- 417 9.24 9.24 -- -- -2 88 1 1 Si

670.1 -- 1513 9.24 9.24 -- -- -8 320 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 3690 9.24 9.24 -- -- -18 780 7 7 Si

67.0 -- 2082 9.24 9.24 -- -- -10 440 7 7 Si

335.0 1148 -- 9.24 9.24 -6 243 -- -- 7 7 Si

603.1 -- 439 9.24 9.24 -- -- -2 93 7 7 Si

670.1 -- 1541 9.24 9.24 -- -- -8 326 7 7 Si




0.0 3690 0.0 9.24 26.39 24.5 780 0.055 0.055 5(Freq

) Si

0.0 3690 0.0 9.24 26.39 24.5 780 0.055 0.055 7(Qp) Si

67.0 2082 0.0 9.24 26.39 24.5 440 0.031 0.031 7(Qp) Si

67.0 2082 0.0 9.24 26.39 24.5 440 0.031 0.031 5(Freq

) Si

335.0 -1148 0.0 9.24 26.39 24.5 243 0.017 0.017 7(Qp) Si

335.0 -1143 0.0 9.24 26.39 24.5 242 0.017 0.017 4(Freq

) Si

603.1 439 0.0 9.24 26.39 24.5 93 0.006 0.006 7(Qp) Si

603.1 428 0.0 9.24 26.39 24.5 90 0.006 0.006 4(Freq

) Si

670.1 1541 0.0 9.24 26.39 24.5 326 0.023 0.023 7(Qp) Si

670.1 1527 0.0 9.24 26.39 24.5 323 0.023 0.023 4(Freq

) Si



115





q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 437 9.24 9.24 -- -- -2 92 1 1 Si

20.7 -- 326 9.24 9.24 -- -- -2 69 1 1 Si

103.7 -- 184 9.24 9.24 -- -- -1 39 1 1 Si

186.6 -- 625 9.24 9.24 -- -- -3 132 1 1 Si

207.3 -- 838 9.24 9.24 -- -- -4 177 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 481 9.24 9.24 -- -- -2 102 7 7 Si

20.7 -- 364 9.24 9.24 -- -- -2 77 7 7 Si

103.7 -- 196 9.24 9.24 -- -- -1 42 7 7 Si

186.6 -- 599 9.24 9.24 -- -- -3 127 7 7 Si

207.3 -- 800 9.24 9.24 -- -- -4 169 7 7 Si




0.0 459 0.0 9.24 26.39 24.5 97 0.007 0.007 4(Freq

) Si

0.0 481 0.0 9.24 26.39 24.5 102 0.007 0.007 7(Qp) Si

20.7 364 0.0 9.24 26.39 24.5 77 0.005 0.005 7(Qp) Si

20.7 345 0.0 9.24 26.39 24.5 73 0.005 0.005 4(Freq

) Si

103.7 196 0.0 9.24 26.39 24.5 42 0.003 0.003 7(Qp) Si

103.7 190 0.0 9.24 26.39 24.5 40 0.003 0.003 4(Freq

) Si

186.6 599 0.0 9.24 26.39 24.5 127 0.009 0.009 7(Qp) Si

186.6 599 0.0 9.24 26.39 24.5 127 0.009 0.009 5(Freq

) Si

207.3 800 0.0 9.24 26.39 24.5 169 0.012 0.012 7(Qp) Si

207.3 800 0.0 9.24 26.39 24.5 169 0.012 0.012 5(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1585 9.24 9.24 -- -- -8 335 1 1 Si

35.0 -- 1180 9.24 9.24 -- -- -6 249 1 1 Si

175.1 -- 296 9.24 9.24 -- -- -1 62 1 1 Si

315.1 -- 600 9.24 9.24 -- -- -3 127 1 1 Si

350.1 -- 863 9.24 9.24 -- -- -4 182 1 1 Si




116


q q q q

0.0 -- 1525 9.24 9.24 -- -- -8 322 7 7 Si

35.0 -- 1120 9.24 9.24 -- -- -6 237 7 7 Si

175.1 -- 240 9.24 9.24 -- -- -1 51 7 7 Si

315.1 -- 548 9.24 9.24 -- -- -3 116 7 7 Si

350.1 -- 812 9.24 9.24 -- -- -4 172 7 7 Si




0.0 1525 0.0 9.24 26.39 24.5 322 0.023 0.023 5(Freq

) Si

0.0 1525 0.0 9.24 26.39 24.5 322 0.023 0.023 7(Qp) Si

35.0 1120 0.0 9.24 26.39 24.5 237 0.017 0.017 7(Qp) Si

35.0 1120 0.0 9.24 26.39 24.5 237 0.017 0.017 5(Freq

) Si

175.1 240 0.0 9.24 26.39 24.5 51 0.004 0.004 7(Qp) Si

175.1 240 0.0 9.24 26.39 24.5 51 0.004 0.004 5(Freq

) Si

315.1 548 0.0 9.24 26.39 24.5 116 0.008 0.008 7(Qp) Si

315.1 548 0.0 9.24 26.39 24.5 116 0.008 0.008 5(Freq

) Si

350.1 812 0.0 9.24 26.39 24.5 172 0.012 0.012 7(Qp) Si

350.1 812 0.0 9.24 26.39 24.5 172 0.012 0.012 5(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 176 -- 9.24 9.24 -1 37 -- -- 1 1 Si

18.0 -- 14 9.24 9.24 -- -- -0 3 1 1 Si

89.8 -- 968 9.24 9.24 -- -- -5 205 1 1 Si

161.7 -- 2233 9.24 9.24 -- -- -11 472 1 1 Si

179.7 -- 2597 9.24 9.24 -- -- -13 549 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 163 -- 9.24 9.24 -1 34 -- -- 7 7 Si

18.0 -- 15 9.24 9.24 -- -- -0 3 7 7 Si

89.8 -- 923 9.24 9.24 -- -- -5 195 7 7 Si

161.7 -- 2140 9.24 9.24 -- -- -11 452 7 7 Si

179.7 -- 2493 9.24 9.24 -- -- -12 527 7 7 Si




0.0 -163 0.0 9.24 26.39 24.5 34 0.002 0.002 5(Freq

) Si

0.0 -163 0.0 9.24 26.39 24.5 34 0.002 0.002 7(Qp) Si

18.0 15 0.0 9.24 26.39 24.5 3 0.000 0.000 7(Qp) Si

117


18.0 15 0.0 9.24 26.39 24.5 3 0.000 0.000 4(Freq

) Si

89.8 923 0.0 9.24 26.39 24.5 195 0.014 0.014 7(Qp) Si

89.8 923 0.0 9.24 26.39 24.5 195 0.014 0.014 5(Freq

) Si

161.7 2140 0.0 9.24 26.39 24.5 452 0.032 0.032 7(Qp) Si

161.7 2140 0.0 9.24 26.39 24.5 452 0.032 0.032 5(Freq

) Si

179.7 2493 0.0 9.24 26.39 24.5 527 0.037 0.037 7(Qp) Si

179.7 2493 0.0 9.24 26.39 24.5 527 0.037 0.037 5(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 3426 -- 9.24 9.24 -17 724 -- -- 1 1 Si

50.0 3336 -- 9.24 9.24 -17 705 -- -- 1 1 Si

250.1 1246 -- 9.24 9.24 -6 263 -- -- 1 1 Si

450.1 -- 3473 9.24 9.24 -- -- -17 734 1 1 Si

500.1 -- 5042 9.24 9.24 -- -- -25 1066 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 3204 -- 9.24 9.24 -16 677 -- -- 7 7 Si

50.0 3149 -- 9.24 9.24 -16 666 -- -- 7 7 Si

250.1 1218 -- 9.24 9.24 -6 257 -- -- 7 7 Si

450.1 -- 3326 9.24 9.24 -- -- -17 703 7 7 Si

500.1 -- 4850 9.24 9.24 -- -- -24 1025 7 7 Si




0.0 -3204 0.0 9.24 26.39 24.5 677 0.047 0.047 5(Freq

) Si

0.0 -3204 0.0 9.24 26.39 24.5 677 0.047 0.047 7(Qp) Si

50.0 -3149 0.0 9.24 26.39 24.5 666 0.047 0.047 7(Qp) Si

50.0 -3149 0.0 9.24 26.39 24.5 666 0.047 0.047 5(Freq

) Si

250.1 -1218 0.0 9.24 26.39 24.5 257 0.018 0.018 7(Qp) Si

250.1 -1218 0.0 9.24 26.39 24.5 257 0.018 0.018 5(Freq

) Si

450.1 3326 0.0 9.24 26.39 24.5 703 0.049 0.049 7(Qp) Si

450.1 3326 0.0 9.24 26.39 24.5 703 0.049 0.049 5(Freq

) Si

500.1 4850 0.0 9.24 26.39 24.5 1025 0.072 0.072 7(Qp) Si

500.1 4850 0.0 9.24 26.39 24.5 1025 0.072 0.072 5(Freq

) Si



118





q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 3178 -- 9.24 9.24 -16 672 -- -- 1 1 Si

10.9 2515 -- 9.24 9.24 -13 531 -- -- 1 1 Si

54.4 -- 212 9.24 9.24 -- -- -1 45 1 1 Si

98.0 -- 3055 9.24 9.24 -- -- -15 646 1 1 Si

108.8 -- 3785 9.24 9.24 -- -- -19 800 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 2987 -- 9.24 9.24 -15 631 -- -- 7 7 Si

10.9 2361 -- 9.24 9.24 -12 499 -- -- 7 7 Si

54.4 -- 219 9.24 9.24 -- -- -1 46 7 7 Si

98.0 -- 2914 9.24 9.24 -- -- -15 616 7 7 Si

108.8 -- 3606 9.24 9.24 -- -- -18 762 7 7 Si




0.0 -2987 0.0 9.24 26.39 24.5 631 0.044 0.044 5(Freq

) Si

0.0 -2987 0.0 9.24 26.39 24.5 631 0.044 0.044 7(Qp) Si

10.9 -2361 0.0 9.24 26.39 24.5 499 0.035 0.035 7(Qp) Si

10.9 -2361 0.0 9.24 26.39 24.5 499 0.035 0.035 5(Freq

) Si

54.4 219 0.0 9.24 26.39 24.5 46 0.003 0.003 7(Qp) Si

54.4 215 0.0 9.24 26.39 24.5 46 0.003 0.003 4(Freq

) Si

98.0 2914 0.0 9.24 26.39 24.5 616 0.043 0.043 7(Qp) Si

98.0 2914 0.0 9.24 26.39 24.5 616 0.043 0.043 5(Freq

) Si

108.8 3606 0.0 9.24 26.39 24.5 762 0.053 0.053 7(Qp) Si

108.8 3606 0.0 9.24 26.39 24.5 762 0.053 0.053 5(Freq

) Si







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 5002 9.24 9.24 -- -- -25 1057 1 1 Si

48.0 -- 3224 9.24 9.24 -- -- -16 681 1 1 Si

240.0 2312 -- 9.24 9.24 -12 489 -- -- 1 1 Si

432.0 5443 -- 9.24 9.24 -27 1150 -- -- 1 1 Si

480.0 5868 -- 9.24 9.24 -29 1240 -- -- 1 1 Si




119


q q q q

0.0 -- 4802 9.24 9.24 -- -- -24 1015 7 7 Si

48.0 -- 3090 9.24 9.24 -- -- -15 653 7 7 Si

240.0 2194 -- 9.24 9.24 -11 464 -- -- 7 7 Si

432.0 5085 -- 9.24 9.24 -25 1075 -- -- 7 7 Si

480.0 5451 -- 9.24 9.24 -27 1152 -- -- 7 7 Si




0.0 4802 0.0 9.24 26.39 24.5 1015 0.071 0.071 5(Freq

) Si

0.0 4802 0.0 9.24 26.39 24.5 1015 0.071 0.071 7(Qp) Si

48.0 3090 0.0 9.24 26.39 24.5 653 0.046 0.046 7(Qp) Si

48.0 3090 0.0 9.24 26.39 24.5 653 0.046 0.046 5(Freq

) Si

240.0 -2194 0.0 9.24 26.39 24.5 464 0.032 0.032 7(Qp) Si

240.0 -2194 0.0 9.24 26.39 24.5 464 0.032 0.032 5(Freq

) Si

432.0 -5085 0.0 9.24 26.39 24.5 1075 0.075 0.075 7(Qp) Si

432.0 -5085 0.0 9.24 26.39 24.5 1075 0.075 0.075 5(Freq

) Si

480.0 -5451 0.0 9.24 26.39 24.5 1152 0.081 0.081 7(Qp) Si

480.0 -5451 0.0 9.24 26.39 24.5 1152 0.081 0.081 5(Freq

) Si




Criterio : CLS_TraviFondazione


X My Mz Afsup Afinf Afsin Afdes σc σf Cb Ver.

cm kg*m kg*m cmq cmq cmq cmq kg/cmq kg/cmq

0.0 2198 2615 14.07 14.07 0.00 0.00 -7 230 1 Si

48.0 3843 2423 14.07 14.07 0.00 0.00 -8 327 1 Si

240.1 5596 1656 14.07 14.07 0.00 0.00 -6 440 1 Si

432.1 -7 888 14.07 14.07 0.00 0.00 -3 86 1 Si

480.1 -2574 696 14.07 14.07 0.00 0.00 -8 278 1 Si




0.0 2050 2470 14.07 14.07 0.00 0.00 -7 216 7 Si

48.0 3622 2291 14.07 14.07 0.00 0.00 -7 308 7 Si

240.1 5318 1574 14.07 14.07 0.00 0.00 -6 418 7 Si

432.1 24 856 14.07 14.07 0.00 0.00 -3 81 7 Si

480.1 -2407 677 14.07 14.07 0.00 0.00 -7 262 7 Si




0.0 2050 0.2 28.15 70.37 30.0 129 0.011 0.011 5(Freq

) Si

0.0 2050 0.2 28.15 70.37 30.0 129 0.011 0.011 7(Qp) Si

48.0 3622 0.2 18.67 46.68 37.1 230 0.024 0.024 7(Qp) Si

120


48.0 3622 0.2 18.67 46.68 37.1 230 0.024 0.024 5(Freq

) Si

240.1 5318 0.0 14.07 35.19 21.9 417 0.026 0.026 7(Qp) Si

240.1 5318 0.0 14.07 35.19 21.9 417 0.026 0.026 5(Freq

) Si

432.1 24 0.2 28.15 70.37 30.9 43 0.004 0.004 7(Qp) Si

432.1 24 0.2 28.15 70.37 30.9 43 0.004 0.004 5(Freq

) Si

480.1 -2407 0.1 14.07 35.19 28.6 228 0.019 0.019 7(Qp) Si

480.1 -2407 0.1 14.07 35.19 28.6 228 0.019 0.019 5(Freq

) Si








0.0 -8644 -1914 14.07 14.07 0.00 0.00 -36 1031 1 Si

48.0 -5543 -1517 14.07 14.07 0.00 0.00 -26 745 1 Si

240.0 2004 68 14.07 14.07 0.00 0.00 -4 166 1 Si

432.1 2431 1653 14.07 14.07 0.00 0.00 -5 210 1 Si

480.1 1499 2049 14.07 14.07 0.00 0.00 -5 167 1 Si




0.0 -8183 -1806 14.07 14.07 0.00 0.00 -34 974 7 Si

48.0 -5244 -1433 14.07 14.07 0.00 0.00 -24 704 7 Si

240.0 1901 63 14.07 14.07 0.00 0.00 -4 158 7 Si

432.1 2278 1558 14.07 14.07 0.00 0.00 -5 197 7 Si

480.1 1383 1932 14.07 14.07 0.00 0.00 -5 156 7 Si




0.0 -8183 0.2 19.32 48.29 40.3 579 0.067 0.067 5(Freq

) Si

0.0 -8183 0.2 19.32 48.29 40.3 579 0.067 0.067 7(Qp) Si

48.0 -5244 0.2 20.81 52.02 38.3 372 0.041 0.041 7(Qp) Si

48.0 -5244 0.2 20.81 52.02 38.3 372 0.041 0.041 5(Freq

) Si

240.0 1901 0.0 14.07 35.19 22.1 151 0.010 0.010 7(Qp) Si

240.0 1901 0.0 14.07 35.19 22.1 151 0.010 0.010 5(Freq

) Si

432.1 2278 0.2 21.48 53.69 34.2 121 0.012 0.012 7(Qp) Si

432.1 2278 0.2 21.48 53.69 34.2 121 0.012 0.012 5(Freq

) Si

480.1 1383 0.2 28.15 70.37 30.1 100 0.009 0.009 7(Qp) Si

480.1 1383 0.2 28.15 70.37 30.1 100 0.009 0.009 5(Freq

) Si




121





0.0 -8921 -300 14.07 14.07 0.00 0.00 -17 724 1 Si

67.0 -4328 -267 14.07 14.07 0.00 0.00 -10 368 1 Si

335.0 3721 -134 14.07 14.07 0.00 0.00 -9 322 1 Si

603.1 -3682 -1 14.07 14.07 0.00 0.00 -7 305 1 Si

670.1 -7962 33 14.07 14.07 0.00 0.00 -17 664 1 Si




0.0 -8414 -271 14.07 14.07 0.00 0.00 -16 681 7 Si

67.0 -4069 -240 14.07 14.07 0.00 0.00 -9 345 7 Si

335.0 3539 -119 14.07 14.07 0.00 0.00 -8 306 7 Si

603.1 -3483 1 14.07 14.07 0.00 0.00 -7 289 7 Si

670.1 -7540 32 14.07 14.07 0.00 0.00 -16 629 7 Si




0.0 -8414 0.2 14.07 35.19 44.5 672 0.085 0.085 5(Freq

) Si

0.0 -8414 0.2 14.07 35.19 44.5 672 0.085 0.085 7(Qp) Si

67.0 -4069 0.2 14.07 35.19 49.1 326 0.046 0.046 7(Qp) Si

67.0 -4069 0.2 14.07 35.19 49.1 326 0.046 0.046 5(Freq

) Si

335.0 3539 0.0 14.07 35.19 23.4 283 0.019 0.019 7(Qp) Si

335.0 3539 0.0 14.07 35.19 23.4 283 0.019 0.019 5(Freq

) Si

603.1 -3483 0.0 14.07 35.19 22.7 278 0.018 0.018 7(Qp) Si

603.1 -3483 0.0 14.07 35.19 22.7 278 0.018 0.018 5(Freq

) Si

670.1 -7540 0.0 14.07 35.19 22.8 602 0.039 0.039 7(Qp) Si

670.1 -7540 0.0 14.07 35.19 22.8 602 0.039 0.039 5(Freq

) Si








0.0 -1327 1161 14.07 14.07 0.00 0.00 -6 215 1 Si

48.8 188 835 14.07 14.07 0.00 0.00 -2 67 1 Si

243.8 1172 -468 14.07 14.07 0.00 0.00 -7 198 1 Si

438.9 -6341 -1770 14.07 14.07 0.00 0.00 -30 863 1 Si

487.7 -9626 -2096 14.07 14.07 0.00 0.00 -39 1138 1 Si




0.0 -1237 1108 14.07 14.07 0.00 0.00 -6 203 7 Si

48.8 199 800 14.07 14.07 0.00 0.00 -2 62 7 Si

122


243.8 1132 -433 14.07 14.07 0.00 0.00 -7 186 7 Si

438.9 -5980 -1665 14.07 14.07 0.00 0.00 -28 813 7 Si

487.7 -9089 -1974 14.07 14.07 0.00 0.00 -37 1073 7 Si




0.0 -1237 0.2 18.35 45.89 39.4 135 0.015 0.015 5(Freq

) Si

0.0 -1237 0.2 18.35 45.89 39.4 135 0.015 0.015 7(Qp) Si

48.8 199 0.2 28.15 70.37 30.7 40 0.004 0.004 7(Qp) Si

48.8 199 0.2 28.15 70.37 30.7 40 0.004 0.004 5(Freq

) Si

243.8 1132 0.2 22.85 57.13 35.9 98 0.010 0.010 7(Qp) Si

243.8 1152 0.2 22.91 57.28 35.9 93 0.010 0.010 4(Freq

) Si

438.9 -5980 0.2 20.92 52.31 38.2 429 0.047 0.047 7(Qp) Si

438.9 -5980 0.2 20.92 52.31 38.2 429 0.047 0.047 5(Freq

) Si

487.7 -9089 0.2 19.18 47.95 40.4 639 0.074 0.074 7(Qp) Si

487.7 -9089 0.2 19.18 47.95 40.4 639 0.074 0.074 5(Freq

) Si








0.0 -1252 -279 14.07 14.07 0.00 0.00 -5 150 1 Si

12.0 -1013 -261 14.07 14.07 0.00 0.00 -5 131 1 Si

60.0 -312 -187 14.07 14.07 0.00 0.00 -2 74 1 Si

108.0 -12 -114 14.07 14.07 0.00 0.00 -1 38 1 Si

120.0 -0 -95 14.07 14.07 0.00 0.00 -1 31 1 Si




0.0 -1193 -266 14.07 14.07 0.00 0.00 -5 143 7 Si

12.0 -966 -249 14.07 14.07 0.00 0.00 -4 125 7 Si

60.0 -297 -179 14.07 14.07 0.00 0.00 -2 70 7 Si

108.0 -12 -108 14.07 14.07 0.00 0.00 -1 36 7 Si

120.0 -0 -91 14.07 14.07 0.00 0.00 -1 30 7 Si




0.0 -1193 0.2 19.40 48.50 40.1 76 0.009 0.009 5(Freq

) Si

0.0 -1193 0.2 19.40 48.50 40.1 76 0.009 0.009 7(Qp) Si

12.0 -966 0.2 20.44 51.10 38.8 66 0.007 0.007 7(Qp) Si

12.0 -966 0.2 20.44 51.10 38.8 66 0.007 0.007 5(Freq

) Si

60.0 -297 0.2 23.46 58.66 35.0 32 0.003 0.003 7(Qp) Si

60.0 -297 0.2 23.46 58.66 35.0 32 0.003 0.003 5(Freq Si

123


)

108.0 -12 0.2 23.44 58.60 34.9 19 0.002 0.002 7(Qp) Si

108.0 -12 0.2 23.44 58.60 34.9 19 0.002 0.002 5(Freq

) Si

120.0 -0 0.2 23.46 58.65 34.9 16 0.002 0.002 7(Qp) Si

120.0 -0 0.2 23.46 58.65 34.9 16 0.002 0.002 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1752 14.07 14.07 -- -- -2 137 1 1 Si

49.9 -- 3663 14.07 14.07 -- -- -4 287 1 1 Si

249.4 -- 5705 14.07 14.07 -- -- -6 448 1 1 Si

448.9 -- 25 14.07 14.07 -- -- -0 2 1 1 Si

498.8 2507 -- 14.07 14.07 -4 200 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1633 14.07 14.07 -- -- -2 128 7 7 Si

49.9 -- 3475 14.07 14.07 -- -- -4 273 7 7 Si

249.4 -- 5469 14.07 14.07 -- -- -6 429 7 7 Si

448.9 -- 69 14.07 14.07 -- -- -0 5 7 7 Si

498.8 2343 -- 14.07 14.07 -4 187 -- -- 7 7 Si




0.0 1633 0.0 14.07 35.19 21.9 128 0.008 0.008 5(Freq

) Si

0.0 1633 0.0 14.07 35.19 21.9 128 0.008 0.008 7(Qp) Si

49.9 3475 0.0 14.07 35.19 21.9 273 0.017 0.017 7(Qp) Si

49.9 3475 0.0 14.07 35.19 21.9 273 0.017 0.017 5(Freq

) Si

249.4 5469 0.0 14.07 35.19 21.9 429 0.027 0.027 7(Qp) Si

249.4 5469 0.0 14.07 35.19 21.9 429 0.027 0.027 5(Freq

) Si

448.9 69 0.0 14.07 35.19 21.9 5 0.000 0.000 7(Qp) Si

448.9 47 0.0 14.07 35.19 21.9 4 0.000 0.000 4(Freq

) Si

498.8 -2343 0.1 14.07 35.19 33.7 187 0.018 0.018 7(Qp) Si

498.8 -2343 0.1 14.07 35.19 33.7 187 0.018 0.018 5(Freq

) Si






124



q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 2194 -- 14.07 14.07 -4 175 -- -- 1 1 Si

48.0 133 -- 14.07 14.07 -0 11 -- -- 1 1 Si

240.1 -- 4234 14.07 14.07 -- -- -5 332 1 1 Si

432.2 -- 2530 14.07 14.07 -- -- -3 199 1 1 Si

480.2 -- 1112 14.07 14.07 -- -- -1 87 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 2048 -- 14.07 14.07 -4 163 -- -- 7 7 Si

48.0 86 -- 14.07 14.07 -0 7 -- -- 7 7 Si

240.1 -- 4057 14.07 14.07 -- -- -4 318 7 7 Si

432.2 -- 2398 14.07 14.07 -- -- -3 188 7 7 Si

480.2 -- 1035 14.07 14.07 -- -- -1 81 7 7 Si




0.0 -2048 0.1 14.07 35.19 33.7 163 0.016 0.016 5(Freq

) Si

0.0 -2048 0.1 14.07 35.19 33.7 163 0.016 0.016 7(Qp) Si

48.0 -86 0.1 14.07 35.19 33.7 7 0.001 0.001 7(Qp) Si

48.0 -86 0.1 14.07 35.19 33.7 7 0.001 0.001 5(Freq

) Si

240.1 4057 0.0 14.07 35.19 21.9 318 0.020 0.020 7(Qp) Si

240.1 4057 0.0 14.07 35.19 21.9 318 0.020 0.020 5(Freq

) Si

432.2 2398 0.0 14.07 35.19 21.9 188 0.012 0.012 7(Qp) Si

432.2 2398 0.0 14.07 35.19 21.9 188 0.012 0.012 5(Freq

) Si

480.2 1035 0.0 14.07 35.19 21.9 81 0.005 0.005 7(Qp) Si

480.2 1035 0.0 14.07 35.19 21.9 81 0.005 0.005 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1236 14.07 14.07 -- -- -1 97 1 1 Si

48.0 -- 2324 14.07 14.07 -- -- -3 182 1 1 Si

240.0 -- 2469 14.07 14.07 -- -- -3 194 1 1 Si

432.1 4344 -- 14.07 14.07 -8 347 -- -- 1 1 Si

480.1 7206 -- 14.07 14.07 -13 575 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

125


0.0 -- 1124 14.07 14.07 -- -- -1 88 7 7 Si

48.0 -- 2175 14.07 14.07 -- -- -2 171 7 7 Si

240.0 -- 2360 14.07 14.07 -- -- -3 185 7 7 Si

432.1 4084 -- 14.07 14.07 -7 326 -- -- 7 7 Si

480.1 6798 -- 14.07 14.07 -12 542 -- -- 7 7 Si




0.0 1124 0.0 14.07 35.19 21.9 88 0.006 0.006 5(Freq

) Si

0.0 1124 0.0 14.07 35.19 21.9 88 0.006 0.006 7(Qp) Si

48.0 2175 0.0 14.07 35.19 21.9 171 0.011 0.011 7(Qp) Si

48.0 2175 0.0 14.07 35.19 21.9 171 0.011 0.011 5(Freq

) Si

240.0 2360 0.0 14.07 35.19 21.9 185 0.012 0.012 7(Qp) Si

240.0 2360 0.0 14.07 35.19 21.9 185 0.012 0.012 5(Freq

) Si

432.1 -4084 0.1 14.07 35.19 33.7 326 0.031 0.031 7(Qp) Si

432.1 -4084 0.1 14.07 35.19 33.7 326 0.031 0.031 5(Freq

) Si

480.1 -6798 0.1 14.07 35.19 33.7 542 0.052 0.052 7(Qp) Si

480.1 -6798 0.1 14.07 35.19 33.7 542 0.052 0.052 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 6447 -- 14.07 14.07 -11 514 -- -- 1 1 Si

67.0 2451 -- 14.07 14.07 -4 196 -- -- 1 1 Si

335.0 -- 4390 14.07 14.07 -- -- -5 344 1 1 Si

603.1 3560 -- 14.07 14.07 -6 284 -- -- 1 1 Si

670.1 8098 -- 14.07 14.07 -14 646 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 6082 -- 14.07 14.07 -11 485 -- -- 7 7 Si

67.0 2292 -- 14.07 14.07 -4 183 -- -- 7 7 Si

335.0 -- 4189 14.07 14.07 -- -- -5 329 7 7 Si

603.1 3372 -- 14.07 14.07 -6 269 -- -- 7 7 Si

670.1 7685 -- 14.07 14.07 -13 613 -- -- 7 7 Si




0.0 -6082 0.1 14.07 35.19 33.7 485 0.047 0.047 5(Freq

) Si

0.0 -6082 0.1 14.07 35.19 33.7 485 0.047 0.047 7(Qp) Si

67.0 -2292 0.1 14.07 35.19 33.7 183 0.018 0.018 7(Qp) Si

126


67.0 -2292 0.1 14.07 35.19 33.7 183 0.018 0.018 5(Freq

) Si

335.0 4189 0.0 14.07 35.19 21.9 329 0.021 0.021 7(Qp) Si

335.0 4189 0.0 14.07 35.19 21.9 329 0.021 0.021 5(Freq

) Si

603.1 -3372 0.1 14.07 35.19 33.7 269 0.026 0.026 7(Qp) Si

603.1 -3372 0.1 14.07 35.19 33.7 269 0.026 0.026 5(Freq

) Si

670.1 -7685 0.1 14.07 35.19 33.7 613 0.059 0.059 7(Qp) Si

670.1 -7685 0.1 14.07 35.19 33.7 613 0.059 0.059 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 8019 -- 16.08 14.07 -14 638 -- -- 1 1 Si

20.7 6926 -- 16.08 14.07 -12 551 -- -- 1 1 Si

103.7 3622 -- 16.08 14.07 -6 288 -- -- 1 1 Si

186.6 2023 -- 16.08 14.07 -3 161 -- -- 1 1 Si

207.3 1888 -- 16.08 14.07 -3 150 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 7613 -- 16.08 14.07 -13 606 -- -- 7 7 Si

20.7 6577 -- 16.08 14.07 -11 524 -- -- 7 7 Si

103.7 3444 -- 16.08 14.07 -6 274 -- -- 7 7 Si

186.6 1931 -- 16.08 14.07 -3 154 -- -- 7 7 Si

207.3 1804 -- 16.08 14.07 -3 144 -- -- 7 7 Si




0.0 -7613 0.1 14.07 35.19 33.7 606 0.058 0.058 5(Freq

) Si

0.0 -7613 0.1 14.07 35.19 33.7 606 0.058 0.058 7(Qp) Si

20.7 -6577 0.1 14.07 35.19 33.7 524 0.050 0.050 7(Qp) Si

20.7 -6577 0.1 14.07 35.19 33.7 524 0.050 0.050 5(Freq

) Si

103.7 -3444 0.1 14.07 35.19 33.7 274 0.026 0.026 7(Qp) Si

103.7 -3444 0.1 14.07 35.19 33.7 274 0.026 0.026 5(Freq

) Si

186.6 -1931 0.1 14.07 35.19 33.7 154 0.015 0.015 7(Qp) Si

186.6 -1931 0.1 14.07 35.19 33.7 154 0.015 0.015 5(Freq

) Si

207.3 -1804 0.1 14.07 35.19 33.7 144 0.014 0.014 7(Qp) Si

207.3 -1804 0.1 14.07 35.19 33.7 144 0.014 0.014 5(Freq

) Si


127







q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 1701 -- 14.07 14.07 -3 136 -- -- 1 1 Si

28.1 841 -- 14.07 14.07 -1 67 -- -- 1 1 Si

140.4 -- 702 14.07 14.07 -- -- -1 55 1 1 Si

252.7 735 -- 14.07 14.07 -1 59 -- -- 1 1 Si

280.8 1553 -- 14.07 14.07 -3 124 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 1628 -- 14.07 14.07 -3 130 -- -- 7 7 Si

28.1 808 -- 14.07 14.07 -1 64 -- -- 7 7 Si

140.4 -- 668 14.07 14.07 -- -- -1 52 7 7 Si

252.7 689 -- 14.07 14.07 -1 55 -- -- 7 7 Si

280.8 1465 -- 14.07 14.07 -3 117 -- -- 7 7 Si




0.0 -1628 0.1 14.07 35.19 33.7 130 0.013 0.013 5(Freq

) Si

0.0 -1628 0.1 14.07 35.19 33.7 130 0.013 0.013 7(Qp) Si

28.1 -808 0.1 14.07 35.19 33.7 64 0.006 0.006 7(Qp) Si

28.1 -808 0.1 14.07 35.19 33.7 64 0.006 0.006 5(Freq

) Si

140.4 668 0.0 14.07 35.19 21.9 52 0.003 0.003 7(Qp) Si

140.4 668 0.0 14.07 35.19 21.9 52 0.003 0.003 5(Freq

) Si

252.7 -689 0.1 14.07 35.19 33.7 55 0.005 0.005 7(Qp) Si

252.7 -689 0.1 14.07 35.19 33.7 55 0.005 0.005 5(Freq

) Si

280.8 -1465 0.1 14.07 35.19 33.7 117 0.011 0.011 7(Qp) Si

280.8 -1465 0.1 14.07 35.19 33.7 117 0.011 0.011 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 0 14.07 14.07 -- -- -0 0 1 1 Si

11.8 13 -- 14.07 14.07 -0 1 -- -- 1 1 Si

59.2 326 -- 14.07 14.07 -1 26 -- -- 1 1 Si

106.5 1053 -- 14.07 14.07 -2 84 -- -- 1 1 Si

118.3 1299 -- 14.07 14.07 -2 104 -- -- 1 1 Si


128



q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 0 14.07 14.07 -- -- -0 0 7 7 Si

11.8 12 -- 14.07 14.07 -0 1 -- -- 7 7 Si

59.2 312 -- 14.07 14.07 -1 25 -- -- 7 7 Si

106.5 1008 -- 14.07 14.07 -2 80 -- -- 7 7 Si

118.3 1244 -- 14.07 14.07 -2 99 -- -- 7 7 Si




0.0 0 0.0 14.07 35.19 21.9 0 0.000 0.000 4(Freq

) Si

0.0 0 0.0 14.07 35.19 21.9 0 0.000 0.000 7(Qp) Si

11.8 -12 0.1 14.07 35.19 33.7 1 0.000 0.000 7(Qp) Si

11.8 -12 0.1 14.07 35.19 33.7 1 0.000 0.000 5(Freq

) Si

59.2 -312 0.1 14.07 35.19 33.7 25 0.002 0.002 7(Qp) Si

59.2 -312 0.1 14.07 35.19 33.7 25 0.002 0.002 5(Freq

) Si

106.5 -1008 0.1 14.07 35.19 33.7 80 0.008 0.008 7(Qp) Si

106.5 -1008 0.1 14.07 35.19 33.7 80 0.008 0.008 5(Freq

) Si

118.3 -1244 0.1 14.07 35.19 33.7 99 0.010 0.010 7(Qp) Si

118.3 -1244 0.1 14.07 35.19 33.7 99 0.010 0.010 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 7625 -- 14.07 14.07 -13 608 -- -- 1 1 Si

35.0 5557 -- 14.07 14.07 -10 443 -- -- 1 1 Si

175.1 10 -- 14.07 14.07 -0 1 -- -- 1 1 Si

315.1 -- 1890 14.07 14.07 -- -- -2 148 1 1 Si

350.1 -- 1904 14.07 14.07 -- -- -2 149 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 7175 -- 14.07 14.07 -12 573 -- -- 7 7 Si

35.0 5216 -- 14.07 14.07 -9 416 -- -- 7 7 Si

175.1 -- 29 14.07 14.07 -- -- -0 2 7 7 Si

315.1 -- 1787 14.07 14.07 -- -- -2 140 7 7 Si

350.1 -- 1784 14.07 14.07 -- -- -2 140 7 7 Si




0.0 -7175 0.1 14.07 35.19 33.7 573 0.055 0.055 5(Freq

) Si

129


0.0 -7175 0.1 14.07 35.19 33.7 573 0.055 0.055 7(Qp) Si

35.0 -5216 0.1 14.07 35.19 33.7 416 0.040 0.040 7(Qp) Si

35.0 -5216 0.1 14.07 35.19 33.7 416 0.040 0.040 5(Freq

) Si

175.1 29 0.0 14.07 35.19 21.9 2 0.000 0.000 7(Qp) Si

175.1 10 0.0 14.07 35.19 21.9 1 0.000 0.000 4(Freq

) Si

315.1 1787 0.0 14.07 35.19 21.9 140 0.009 0.009 7(Qp) Si

315.1 1787 0.0 14.07 35.19 21.9 140 0.009 0.009 5(Freq

) Si

350.1 1784 0.0 14.07 35.19 21.9 140 0.009 0.009 7(Qp) Si

350.1 1784 0.0 14.07 35.19 21.9 140 0.009 0.009 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 0 -- 14.07 14.07 -0 0 -- -- 1 1 Si

18.0 38 -- 14.07 14.07 -0 3 -- -- 1 1 Si

89.8 951 -- 14.07 14.07 -2 76 -- -- 1 1 Si

161.7 3060 -- 14.07 14.07 -5 244 -- -- 1 1 Si

179.7 3771 -- 14.07 14.07 -7 301 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 0 -- 14.07 14.07 -0 0 -- -- 7 7 Si

18.0 37 -- 14.07 14.07 -0 3 -- -- 7 7 Si

89.8 910 -- 14.07 14.07 -2 73 -- -- 7 7 Si

161.7 2927 -- 14.07 14.07 -5 234 -- -- 7 7 Si

179.7 3608 -- 14.07 14.07 -6 288 -- -- 7 7 Si




0.0 -0 0.1 14.07 35.19 33.7 0 0.000 0.000 4(Freq

) Si

0.0 -0 0.1 14.07 35.19 33.7 0 0.000 0.000 7(Qp) Si

18.0 -37 0.1 14.07 35.19 33.7 3 0.000 0.000 7(Qp) Si

18.0 -37 0.1 14.07 35.19 33.7 3 0.000 0.000 5(Freq

) Si

89.8 -910 0.1 14.07 35.19 33.7 73 0.007 0.007 7(Qp) Si

89.8 -910 0.1 14.07 35.19 33.7 73 0.007 0.007 5(Freq

) Si

161.7 -2927 0.1 14.07 35.19 33.7 234 0.023 0.023 7(Qp) Si

161.7 -2927 0.1 14.07 35.19 33.7 234 0.023 0.023 5(Freq

) Si

179.7 -3608 0.1 14.07 35.19 33.7 288 0.028 0.028 7(Qp) Si

179.7 -3608 0.1 14.07 35.19 33.7 288 0.028 0.028 5(Freq

) Si

130








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1259 16.08 14.07 -- -- -1 87 1 1 Si

50.0 -- 2920 16.08 14.07 -- -- -3 201 1 1 Si

250.1 -- 4521 16.08 14.07 -- -- -5 312 1 1 Si

450.1 1902 -- 16.08 14.07 -3 151 -- -- 1 1 Si

500.1 4833 -- 16.08 14.07 -8 385 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1200 16.08 14.07 -- -- -1 83 7 7 Si

50.0 -- 2792 16.08 14.07 -- -- -3 192 7 7 Si

250.1 -- 4347 16.08 14.07 -- -- -5 300 7 7 Si

450.1 1755 -- 16.08 14.07 -3 140 -- -- 7 7 Si

500.1 4545 -- 16.08 14.07 -8 362 -- -- 7 7 Si




0.0 1200 0.0 16.08 40.21 20.9 83 0.005 0.005 5(Freq

) Si

0.0 1200 0.0 16.08 40.21 20.9 83 0.005 0.005 7(Qp) Si

50.0 2792 0.0 16.08 40.21 20.9 192 0.011 0.011 7(Qp) Si

50.0 2792 0.0 16.08 40.21 20.9 192 0.011 0.011 5(Freq

) Si

250.1 4347 0.0 16.08 40.21 20.9 300 0.018 0.018 7(Qp) Si

250.1 4347 0.0 16.08 40.21 20.9 300 0.018 0.018 5(Freq

) Si

450.1 -1755 0.1 14.07 35.19 33.7 140 0.013 0.013 7(Qp) Si

450.1 -1755 0.1 14.07 35.19 33.7 140 0.013 0.013 5(Freq

) Si

500.1 -4545 0.1 14.07 35.19 33.7 362 0.035 0.035 7(Qp) Si

500.1 -4545 0.1 14.07 35.19 33.7 362 0.035 0.035 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1264 14.07 14.07 -- -- -1 99 1 1 Si

10.9 -- 834 14.07 14.07 -- -- -1 65 1 1 Si

54.4 1143 -- 14.07 14.07 -2 91 -- -- 1 1 Si

98.0 3534 -- 14.07 14.07 -6 282 -- -- 1 1 Si

108.8 4197 -- 14.07 14.07 -7 335 -- -- 1 1 Si

131




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1205 14.07 14.07 -- -- -1 95 7 7 Si

10.9 -- 792 14.07 14.07 -- -- -1 62 7 7 Si

54.4 1102 -- 14.07 14.07 -2 88 -- -- 7 7 Si

98.0 3391 -- 14.07 14.07 -6 271 -- -- 7 7 Si

108.8 4026 -- 14.07 14.07 -7 321 -- -- 7 7 Si




0.0 1205 0.0 14.07 35.19 21.9 95 0.006 0.006 5(Freq

) Si

0.0 1205 0.0 14.07 35.19 21.9 95 0.006 0.006 7(Qp) Si

10.9 792 0.0 14.07 35.19 21.9 62 0.004 0.004 7(Qp) Si

10.9 792 0.0 14.07 35.19 21.9 62 0.004 0.004 5(Freq

) Si

54.4 -1102 0.1 14.07 35.19 33.7 88 0.008 0.008 7(Qp) Si

54.4 -1102 0.1 14.07 35.19 33.7 88 0.008 0.008 5(Freq

) Si

98.0 -3391 0.1 14.07 35.19 33.7 271 0.026 0.026 7(Qp) Si

98.0 -3391 0.1 14.07 35.19 33.7 271 0.026 0.026 5(Freq

) Si

108.8 -4026 0.1 14.07 35.19 33.7 321 0.031 0.031 7(Qp) Si

108.8 -4026 0.1 14.07 35.19 33.7 321 0.031 0.031 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 3623 -- 14.07 14.07 -6 289 -- -- 1 1 Si

48.0 594 -- 14.07 14.07 -1 47 -- -- 1 1 Si

240.0 -- 6272 14.07 14.07 -- -- -7 492 1 1 Si

432.0 -- 4145 14.07 14.07 -- -- -5 325 1 1 Si

480.0 -- 2022 14.07 14.07 -- -- -2 159 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 3407 -- 14.07 14.07 -6 272 -- -- 7 7 Si

48.0 522 -- 14.07 14.07 -1 42 -- -- 7 7 Si

240.0 -- 6004 14.07 14.07 -- -- -7 471 7 7 Si

432.0 -- 3933 14.07 14.07 -- -- -4 309 7 7 Si

480.0 -- 1892 14.07 14.07 -- -- -2 148 7 7 Si



132



0.0 -3407 0.1 14.07 35.19 33.7 272 0.026 0.026 5(Freq

) Si

0.0 -3407 0.1 14.07 35.19 33.7 272 0.026 0.026 7(Qp) Si

48.0 -522 0.1 14.07 35.19 33.7 42 0.004 0.004 7(Qp) Si

48.0 -522 0.1 14.07 35.19 33.7 42 0.004 0.004 5(Freq

) Si

240.0 6004 0.0 14.07 35.19 21.9 471 0.029 0.029 7(Qp) Si

240.0 6004 0.0 14.07 35.19 21.9 471 0.029 0.029 5(Freq

) Si

432.0 3933 0.0 14.07 35.19 21.9 309 0.019 0.019 7(Qp) Si

432.0 3933 0.0 14.07 35.19 21.9 309 0.019 0.019 5(Freq

) Si

480.0 1892 0.0 14.07 35.19 21.9 148 0.009 0.009 7(Qp) Si

480.0 1892 0.0 14.07 35.19 21.9 148 0.009 0.009 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 20582 -- 14.07 14.07 -36 1642 -- -- 1 1 Si

16.7 18453 -- 14.07 14.07 -32 1472 -- -- 1 1 Si

83.5 10568 -- 14.07 14.07 -18 843 -- -- 1 1 Si

150.3 3651 -- 14.07 14.07 -6 291 -- -- 1 1 Si

166.9 2064 -- 14.07 14.07 -4 165 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 19420 -- 14.07 14.07 -34 1549 -- -- 7 7 Si

16.7 17414 -- 14.07 14.07 -30 1389 -- -- 7 7 Si

83.5 9993 -- 14.07 14.07 -17 797 -- -- 7 7 Si

150.3 3496 -- 14.07 14.07 -6 279 -- -- 7 7 Si

166.9 2007 -- 14.07 14.07 -3 160 -- -- 7 7 Si




0.0 -19420 0.1 14.07 35.19 33.7 1549 0.149 0.149 5(Freq

) Si

0.0 -19420 0.1 14.07 35.19 33.7 1549 0.149 0.149 7(Qp) Si

16.7 -17414 0.1 14.07 35.19 33.7 1389 0.134 0.134 7(Qp) Si

16.7 -17414 0.1 14.07 35.19 33.7 1389 0.134 0.134 5(Freq

) Si

83.5 -9993 0.1 14.07 35.19 33.7 797 0.077 0.077 7(Qp) Si

83.5 -9993 0.1 14.07 35.19 33.7 797 0.077 0.077 5(Freq

) Si

150.3 -3496 0.1 14.07 35.19 33.7 279 0.027 0.027 7(Qp) Si

150.3 -3496 0.1 14.07 35.19 33.7 279 0.027 0.027 5(Freq

) Si

166.9 -2007 0.1 14.07 35.19 33.7 160 0.015 0.015 7(Qp) Si

133


166.9 -2007 0.1 14.07 35.19 33.7 160 0.015 0.015 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 21397 -- 16.08 14.07 -36 1703 -- -- 1 1 Si

48.5 15939 -- 16.08 14.07 -27 1269 -- -- 1 1 Si

242.6 -- 934 16.08 14.07 -- -- -1 64 1 1 Si

436.8 -- 11720 16.08 14.07 -- -- -12 807 1 1 Si

485.3 -- 13742 16.08 14.07 -- -- -14 947 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 20207 -- 16.08 14.07 -34 1608 -- -- 7 7 Si

48.5 15031 -- 16.08 14.07 -25 1196 -- -- 7 7 Si

242.6 -- 961 16.08 14.07 -- -- -1 66 7 7 Si

436.8 -- 11176 16.08 14.07 -- -- -12 770 7 7 Si

485.3 -- 13089 16.08 14.07 -- -- -14 902 7 7 Si




0.0 -20207 0.1 14.07 35.19 33.7 1608 0.155 0.155 5(Freq

) Si

0.0 -20207 0.1 14.07 35.19 33.7 1608 0.155 0.155 7(Qp) Si

48.5 -15031 0.1 14.07 35.19 33.7 1196 0.115 0.115 7(Qp) Si

48.5 -15031 0.1 14.07 35.19 33.7 1196 0.115 0.115 5(Freq

) Si

242.6 961 0.0 16.08 40.21 20.9 66 0.004 0.004 7(Qp) Si

242.6 947 0.0 16.08 40.21 20.9 65 0.004 0.004 4(Freq

) Si

436.8 11176 0.0 16.08 40.21 20.9 770 0.046 0.046 7(Qp) Si

436.8 11176 0.0 16.08 40.21 20.9 770 0.046 0.046 5(Freq

) Si

485.3 13089 0.0 16.08 40.21 20.9 902 0.054 0.054 7(Qp) Si

485.3 13089 0.0 16.08 40.21 20.9 902 0.054 0.054 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 13358 14.07 14.07 -- -- -15 1048 1 1 Si

48.0 -- 13699 14.07 14.07 -- -- -15 1075 1 1 Si

134


240.0 -- 12683 14.07 14.07 -- -- -14 995 1 1 Si

432.0 -- 6180 14.07 14.07 -- -- -7 485 1 1 Si

480.0 -- 3242 14.07 14.07 -- -- -4 254 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 12726 14.07 14.07 -- -- -14 999 7 7 Si

48.0 -- 13043 14.07 14.07 -- -- -14 1023 7 7 Si

240.0 -- 12049 14.07 14.07 -- -- -13 945 7 7 Si

432.0 -- 5819 14.07 14.07 -- -- -6 457 7 7 Si

480.0 -- 3009 14.07 14.07 -- -- -3 236 7 7 Si




0.0 12726 0.0 14.07 35.19 21.9 999 0.062 0.062 5(Freq

) Si

0.0 12726 0.0 14.07 35.19 21.9 999 0.062 0.062 7(Qp) Si

48.0 13043 0.0 14.07 35.19 21.9 1023 0.064 0.064 7(Qp) Si

48.0 13043 0.0 14.07 35.19 21.9 1023 0.064 0.064 5(Freq

) Si

240.0 12049 0.0 14.07 35.19 21.9 945 0.059 0.059 7(Qp) Si

240.0 12049 0.0 14.07 35.19 21.9 945 0.059 0.059 5(Freq

) Si

432.0 5819 0.0 14.07 35.19 21.9 457 0.029 0.029 7(Qp) Si

432.0 5819 0.0 14.07 35.19 21.9 457 0.029 0.029 5(Freq

) Si

480.0 3009 0.0 14.07 35.19 21.9 236 0.015 0.015 7(Qp) Si

480.0 3009 0.0 14.07 35.19 21.9 236 0.015 0.015 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 3892 -- 14.07 14.07 -7 311 -- -- 1 1 Si

17.5 3211 -- 14.07 14.07 -6 256 -- -- 1 1 Si

87.6 1051 -- 14.07 14.07 -2 84 -- -- 1 1 Si

157.6 -- 288 14.07 14.07 -- -- -0 23 1 1 Si

175.2 -- 508 14.07 14.07 -- -- -1 40 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 3716 -- 14.07 14.07 -6 296 -- -- 7 7 Si

17.5 3065 -- 14.07 14.07 -5 245 -- -- 7 7 Si

87.6 999 -- 14.07 14.07 -2 80 -- -- 7 7 Si

157.6 -- 279 14.07 14.07 -- -- -0 22 7 7 Si

135


175.2 -- 487 14.07 14.07 -- -- -1 38 7 7 Si




0.0 -3716 0.1 14.07 35.19 33.7 296 0.029 0.029 5(Freq

) Si

0.0 -3716 0.1 14.07 35.19 33.7 296 0.029 0.029 7(Qp) Si

17.5 -3065 0.1 14.07 35.19 33.7 245 0.024 0.024 7(Qp) Si

17.5 -3065 0.1 14.07 35.19 33.7 245 0.024 0.024 5(Freq

) Si

87.6 -999 0.1 14.07 35.19 33.7 80 0.008 0.008 7(Qp) Si

87.6 -999 0.1 14.07 35.19 33.7 80 0.008 0.008 5(Freq

) Si

157.6 279 0.0 14.07 35.19 21.9 22 0.001 0.001 7(Qp) Si

157.6 279 0.0 14.07 35.19 21.9 22 0.001 0.001 5(Freq

) Si

175.2 487 0.0 14.07 35.19 21.9 38 0.002 0.002 7(Qp) Si

175.2 487 0.0 14.07 35.19 21.9 38 0.002 0.002 5(Freq

) Si








0.0 0 -25 14.07 14.07 0.00 0.00 -0 8 1 Si

20.6 -15 -68 14.07 14.07 0.00 0.00 -1 23 1 Si

103.2 -390 -238 14.07 14.07 0.00 0.00 -3 93 1 Si

185.8 -1298 -408 14.07 14.07 0.00 0.00 -7 190 1 Si

206.4 -1614 -450 14.07 14.07 0.00 0.00 -8 220 1 Si




0.0 0 -24 14.07 14.07 0.00 0.00 -0 8 7 Si

20.6 -14 -65 14.07 14.07 0.00 0.00 -1 22 7 Si

103.2 -373 -227 14.07 14.07 0.00 0.00 -3 89 7 Si

185.8 -1241 -390 14.07 14.07 0.00 0.00 -6 182 7 Si

206.4 -1543 -431 14.07 14.07 0.00 0.00 -7 210 7 Si




0.0 0 0.2 23.46 58.65 34.9 4 0.000 0.000 5(Freq

) Si

0.0 0 0.2 23.46 58.65 34.9 4 0.000 0.000 7(Qp) Si

20.6 -14 0.2 23.42 58.55 34.9 11 0.001 0.001 7(Qp) Si

20.6 -14 0.2 23.42 58.55 34.9 11 0.001 0.001 5(Freq

) Si

103.2 -373 0.2 23.46 58.64 35.0 41 0.004 0.004 7(Qp) Si

103.2 -373 0.2 23.46 58.64 35.0 41 0.004 0.004 5(Freq

) Si

185.8 -1241 0.2 21.56 53.91 37.4 87 0.009 0.009 7(Qp) Si

136


185.8 -1241 0.2 21.56 53.91 37.4 87 0.009 0.009 5(Freq

) Si

206.4 -1543 0.2 20.94 52.34 38.1 111 0.012 0.012 7(Qp) Si

206.4 -1543 0.2 20.94 52.34 38.1 111 0.012 0.012 5(Freq

) Si








0.0 -1533 -348 14.07 14.07 0.00 0.00 -6 185 1 Si

29.4 -1101 -321 14.07 14.07 0.00 0.00 -5 154 1 Si

146.8 -140 -213 14.07 14.07 0.00 0.00 -2 75 1 Si

264.2 -458 -105 14.07 14.07 0.00 0.00 -2 56 1 Si

293.6 -746 -78 14.07 14.07 0.00 0.00 -2 68 1 Si




0.0 -1468 -333 14.07 14.07 0.00 0.00 -6 177 7 Si

29.4 -1055 -307 14.07 14.07 0.00 0.00 -5 147 7 Si

146.8 -133 -203 14.07 14.07 0.00 0.00 -2 72 7 Si

264.2 -431 -98 14.07 14.07 0.00 0.00 -2 52 7 Si

293.6 -704 -72 14.07 14.07 0.00 0.00 -2 64 7 Si




0.0 -1468 0.2 19.55 48.87 39.9 95 0.011 0.011 5(Freq

) Si

0.0 -1468 0.2 19.55 48.87 39.9 95 0.011 0.011 7(Qp) Si

29.4 -1055 0.2 21.18 52.94 37.8 71 0.008 0.008 7(Qp) Si

29.4 -1055 0.2 21.18 52.94 37.8 71 0.008 0.008 5(Freq

) Si

146.8 -133 0.2 23.38 58.45 35.0 33 0.003 0.003 7(Qp) Si

146.8 -133 0.2 23.38 58.45 35.0 33 0.003 0.003 5(Freq

) Si

264.2 -431 0.2 19.55 48.88 39.9 28 0.003 0.003 7(Qp) Si

264.2 -431 0.2 19.55 48.88 39.9 28 0.003 0.003 5(Freq

) Si

293.6 -704 0.2 14.07 35.19 49.3 57 0.008 0.008 7(Qp) Si

293.6 -704 0.2 14.07 35.19 49.3 57 0.008 0.008 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

137


0.0 854 -- 14.07 14.07 -1 68 -- -- 1 1 Si

46.2 -- 1118 14.07 14.07 -- -- -1 88 1 1 Si

230.8 -- 4962 14.07 14.07 -- -- -5 389 1 1 Si

415.4 -- 2235 14.07 14.07 -- -- -2 175 1 1 Si

461.5 -- 446 14.07 14.07 -- -- -0 35 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 805 -- 14.07 14.07 -1 64 -- -- 7 7 Si

46.2 -- 1077 14.07 14.07 -- -- -1 85 7 7 Si

230.8 -- 4741 14.07 14.07 -- -- -5 372 7 7 Si

415.4 -- 2120 14.07 14.07 -- -- -2 166 7 7 Si

461.5 -- 407 14.07 14.07 -- -- -0 32 7 7 Si




0.0 -805 0.1 14.07 35.19 33.7 64 0.006 0.006 5(Freq

) Si

0.0 -805 0.1 14.07 35.19 33.7 64 0.006 0.006 7(Qp) Si

46.2 1077 0.0 14.07 35.19 21.9 85 0.005 0.005 7(Qp) Si

46.2 1077 0.0 14.07 35.19 21.9 85 0.005 0.005 5(Freq

) Si

230.8 4741 0.0 14.07 35.19 21.9 372 0.023 0.023 7(Qp) Si

230.8 4741 0.0 14.07 35.19 21.9 372 0.023 0.023 5(Freq

) Si

415.4 2120 0.0 14.07 35.19 21.9 166 0.010 0.010 7(Qp) Si

415.4 2120 0.0 14.07 35.19 21.9 166 0.010 0.010 5(Freq

) Si

461.5 407 0.0 14.07 35.19 21.9 32 0.002 0.002 7(Qp) Si

461.5 407 0.0 14.07 35.19 21.9 32 0.002 0.002 5(Freq

) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 2270 -- 16.08 14.07 -4 181 -- -- 1 1 Si

48.0 -- 675 16.08 14.07 -- -- -1 47 1 1 Si

240.1 -- 8782 16.08 14.07 -- -- -9 605 1 1 Si

432.3 -- 13281 16.08 14.07 -- -- -14 915 1 1 Si

480.3 -- 14064 16.08 14.07 -- -- -15 969 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 2183 -- 16.08 14.07 -4 174 -- -- 7 7 Si

48.0 -- 621 16.08 14.07 -- -- -1 43 7 7 Si

138


240.1 -- 8347 16.08 14.07 -- -- -9 575 7 7 Si

432.3 -- 12638 16.08 14.07 -- -- -13 871 7 7 Si

480.3 -- 13385 16.08 14.07 -- -- -14 922 7 7 Si




0.0 -2183 0.1 14.07 35.19 33.7 174 0.017 0.017 5(Freq) Si

0.0 -2183 0.1 14.07 35.19 33.7 174 0.017 0.017 7(Qp) Si

48.0 621 0.0 16.08 40.21 20.9 43 0.003 0.003 7(Qp) Si

48.0 621 0.0 16.08 40.21 20.9 43 0.003 0.003 5(Freq) Si

240.1 8347 0.0 16.08 40.21 20.9 575 0.034 0.034 7(Qp) Si

240.1 8347 0.0 16.08 40.21 20.9 575 0.034 0.034 5(Freq) Si

432.3 12638 0.0 16.08 40.21 20.9 871 0.052 0.052 7(Qp) Si

432.3 12638 0.0 16.08 40.21 20.9 871 0.052 0.052 5(Freq) Si

480.3 13385 0.0 16.08 40.21 20.9 922 0.055 0.055 7(Qp) Si

480.3 13385 0.0 16.08 40.21 20.9 922 0.055 0.055 5(Freq) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 14136 14.07 14.07 -- -- -16 1109 1 1 Si

48.0 -- 14017 14.07 14.07 -- -- -16 1100 1 1 Si

240.1 -- 11844 14.07 14.07 -- -- -13 929 1 1 Si

432.2 -- 4569 14.07 14.07 -- -- -5 358 1 1 Si

480.2 -- 1401 14.07 14.07 -- -- -2 110 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 13454 14.07 14.07 -- -- -15 1056 7 7 Si

48.0 -- 13341 14.07 14.07 -- -- -15 1047 7 7 Si

240.1 -- 11266 14.07 14.07 -- -- -12 884 7 7 Si

432.2 -- 4315 14.07 14.07 -- -- -5 339 7 7 Si

480.2 -- 1290 14.07 14.07 -- -- -1 101 7 7 Si




0.0 13454 0.0 14.07 35.19 21.9 1056 0.066 0.066 5(Freq) Si

0.0 13454 0.0 14.07 35.19 21.9 1056 0.066 0.066 7(Qp) Si

48.0 13341 0.0 14.07 35.19 21.9 1047 0.065 0.065 7(Qp) Si

48.0 13341 0.0 14.07 35.19 21.9 1047 0.065 0.065 5(Freq) Si

240.1 11266 0.0 14.07 35.19 21.9 884 0.055 0.055 7(Qp) Si

240.1 11266 0.0 14.07 35.19 21.9 884 0.055 0.055 5(Freq) Si

432.2 4315 0.0 14.07 35.19 21.9 339 0.021 0.021 7(Qp) Si

432.2 4315 0.0 14.07 35.19 21.9 339 0.021 0.021 5(Freq) Si

480.2 1290 0.0 14.07 35.19 21.9 101 0.006 0.006 7(Qp) Si

480.2 1290 0.0 14.07 35.19 21.9 101 0.006 0.006 5(Freq) Si

139








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 0 -- 14.07 14.07 -0 0 -- -- 1 1 Si

12.0 19 -- 14.07 14.07 -0 2 -- -- 1 1 Si

60.0 463 -- 14.07 14.07 -1 37 -- -- 1 1 Si

107.9 1455 -- 14.07 14.07 -3 116 -- -- 1 1 Si

119.9 1782 -- 14.07 14.07 -3 142 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 0 -- 14.07 14.07 -0 0 -- -- 7 7 Si

12.0 18 -- 14.07 14.07 -0 1 -- -- 7 7 Si

60.0 440 -- 14.07 14.07 -1 35 -- -- 7 7 Si

107.9 1382 -- 14.07 14.07 -2 110 -- -- 7 7 Si

119.9 1693 -- 14.07 14.07 -3 135 -- -- 7 7 Si




0.0 -0 0.1 14.07 35.19 33.7 0 0.000 0.000 5(Freq) Si

0.0 -0 0.1 14.07 35.19 33.7 0 0.000 0.000 7(Qp) Si

12.0 -18 0.1 14.07 35.19 33.7 1 0.000 0.000 7(Qp) Si

12.0 -18 0.1 14.07 35.19 33.7 1 0.000 0.000 5(Freq) Si

60.0 -440 0.1 14.07 35.19 33.7 35 0.003 0.003 7(Qp) Si

60.0 -440 0.1 14.07 35.19 33.7 35 0.003 0.003 5(Freq) Si

107.9 -1382 0.1 14.07 35.19 33.7 110 0.011 0.011 7(Qp) Si

107.9 -1382 0.1 14.07 35.19 33.7 110 0.011 0.011 5(Freq) Si

119.9 -1693 0.1 14.07 35.19 33.7 135 0.013 0.013 7(Qp) Si

119.9 -1693 0.1 14.07 35.19 33.7 135 0.013 0.013 5(Freq) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 3523 -- 14.07 14.07 -6 281 -- -- 1 1 Si

96.0 -- 2731 14.07 14.07 -- -- -3 214 1 1 Si

480.2 -- 13641 14.07 14.07 -- -- -15 1070 1 1 Si

864.3 -- 8865 14.07 14.07 -- -- -10 696 1 1 Si

960.4 -- 3189 14.07 14.07 -- -- -4 250 1 1 Si



140



q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 3366 -- 14.07 14.07 -6 269 -- -- 7 7 Si

96.0 -- 2582 14.07 14.07 -- -- -3 203 7 7 Si

480.2 -- 12960 14.07 14.07 -- -- -14 1017 7 7 Si

864.3 -- 8392 14.07 14.07 -- -- -9 658 7 7 Si

960.4 -- 2982 14.07 14.07 -- -- -3 234 7 7 Si




0.0 -3366 0.1 14.07 35.19 33.7 269 0.026 0.026 5(Freq) Si

0.0 -3366 0.1 14.07 35.19 33.7 269 0.026 0.026 7(Qp) Si

96.0 2582 0.0 14.07 35.19 21.9 203 0.013 0.013 7(Qp) Si

96.0 2582 0.0 14.07 35.19 21.9 203 0.013 0.013 5(Freq) Si

480.2 12960 0.0 14.07 35.19 21.9 1017 0.064 0.064 7(Qp) Si

480.2 12960 0.0 14.07 35.19 21.9 1017 0.064 0.064 5(Freq) Si

864.3 8392 0.0 14.07 35.19 21.9 658 0.041 0.041 7(Qp) Si

864.3 8392 0.0 14.07 35.19 21.9 658 0.041 0.041 5(Freq) Si

960.4 2982 0.0 14.07 35.19 21.9 234 0.015 0.015 7(Qp) Si

960.4 2982 0.0 14.07 35.19 21.9 234 0.015 0.015 5(Freq) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1171 14.07 14.07 -- -- -1 92 1 1 Si

48.0 -- 1883 14.07 14.07 -- -- -2 148 1 1 Si

240.0 -- 3104 14.07 14.07 -- -- -3 244 1 1 Si

432.0 -- 522 14.07 14.07 -- -- -1 41 1 1 Si

480.0 952 -- 14.07 14.07 -2 76 -- -- 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1113 14.07 14.07 -- -- -1 87 7 7 Si

48.0 -- 1790 14.07 14.07 -- -- -2 140 7 7 Si

240.0 -- 2944 14.07 14.07 -- -- -3 231 7 7 Si

432.0 -- 460 14.07 14.07 -- -- -1 36 7 7 Si

480.0 953 -- 14.07 14.07 -2 76 -- -- 7 7 Si




0.0 1113 0.0 14.07 35.19 21.9 87 0.005 0.005 5(Freq) Si

0.0 1113 0.0 14.07 35.19 21.9 87 0.005 0.005 7(Qp) Si

48.0 1790 0.0 14.07 35.19 21.9 140 0.009 0.009 7(Qp) Si

48.0 1790 0.0 14.07 35.19 21.9 140 0.009 0.009 5(Freq) Si

240.0 2944 0.0 14.07 35.19 21.9 231 0.014 0.014 7(Qp) Si

240.0 2944 0.0 14.07 35.19 21.9 231 0.014 0.014 5(Freq) Si

141


432.0 460 0.0 14.07 35.19 21.9 36 0.002 0.002 7(Qp) Si

432.0 460 0.0 14.07 35.19 21.9 36 0.002 0.002 5(Freq) Si

480.0 -953 0.1 14.07 35.19 33.7 76 0.007 0.007 7(Qp) Si

480.0 -953 0.1 14.07 35.19 33.7 76 0.007 0.007 4(Freq) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 1436 -- 14.07 14.07 -2 115 -- -- 1 1 Si

12.0 1170 -- 14.07 14.07 -2 93 -- -- 1 1 Si

60.0 370 -- 14.07 14.07 -1 30 -- -- 1 1 Si

108.0 15 -- 14.07 14.07 -0 1 -- -- 1 1 Si

120.0 -- 0 14.07 14.07 -- -- -0 0 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 1371 -- 14.07 14.07 -2 109 -- -- 7 7 Si

12.0 1118 -- 14.07 14.07 -2 89 -- -- 7 7 Si

60.0 353 -- 14.07 14.07 -1 28 -- -- 7 7 Si

108.0 14 -- 14.07 14.07 -0 1 -- -- 7 7 Si

120.0 -- 0 14.07 14.07 -- -- -0 0 7 7 Si




0.0 -1371 0.1 14.07 35.19 33.7 109 0.011 0.011 5(Freq) Si

0.0 -1371 0.1 14.07 35.19 33.7 109 0.011 0.011 7(Qp) Si

12.0 -1118 0.1 14.07 35.19 33.7 89 0.009 0.009 7(Qp) Si

12.0 -1118 0.1 14.07 35.19 33.7 89 0.009 0.009 5(Freq) Si

60.0 -353 0.1 14.07 35.19 33.7 28 0.003 0.003 7(Qp) Si

60.0 -353 0.1 14.07 35.19 33.7 28 0.003 0.003 5(Freq) Si

108.0 -14 0.1 14.07 35.19 33.7 1 0.000 0.000 7(Qp) Si

108.0 -14 0.1 14.07 35.19 33.7 1 0.000 0.000 5(Freq) Si

120.0 0 0.0 14.07 35.19 21.9 0 0.000 0.000 7(Qp) Si

120.0 0 0.0 14.07 35.19 21.9 0 0.000 0.000 4(Freq) Si








q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 1012 14.07 14.07 -- -- -1 79 1 1 Si

48.0 -- 2695 14.07 14.07 -- -- -3 211 1 1 Si

240.0 -- 5148 14.07 14.07 -- -- -6 404 1 1 Si

432.1 -- 2398 14.07 14.07 -- -- -3 188 1 1 Si

142


480.1 -- 1077 14.07 14.07 -- -- -1 84 1 1 Si




q

kg/cm

q

kg/cm

q

kg/cm

q

0.0 -- 914 14.07 14.07 -- -- -1 72 7 7 Si

48.0 -- 2525 14.07 14.07 -- -- -3 198 7 7 Si

240.0 -- 4884 14.07 14.07 -- -- -5 383 7 7 Si

432.1 -- 2281 14.07 14.07 -- -- -3 179 7 7 Si

480.1 -- 1028 14.07 14.07 -- -- -1 81 7 7 Si




0.0 914 0.0 14.07 35.19 21.9 72 0.004 0.004 5(Freq) Si

0.0 914 0.0 14.07 35.19 21.9 72 0.004 0.004 7(Qp) Si

48.0 2525 0.0 14.07 35.19 21.9 198 0.012 0.012 7(Qp) Si

48.0 2525 0.0 14.07 35.19 21.9 198 0.012 0.012 5(Freq) Si

240.0 4884 0.0 14.07 35.19 21.9 383 0.024 0.024 7(Qp) Si

240.0 4884 0.0 14.07 35.19 21.9 383 0.024 0.024 5(Freq) Si

432.1 2281 0.0 14.07 35.19 21.9 179 0.011 0.011 7(Qp) Si

432.1 2281 0.0 14.07 35.19 21.9 179 0.011 0.011 5(Freq) Si

480.1 1028 0.0 14.07 35.19 21.9 81 0.005 0.005 7(Qp) Si

480.1 1028 0.0 14.07 35.19 21.9 81 0.005 0.005 5(Freq) Si

FASCICOLO DEI CALCOLI - icdigiacomo-denicola.gov.it · • Solaio per Tetti e Coperture ... travi...

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