RELAZIONE TECNICA
1 - Descrizione delle strutture
Il progetto in questione si occupa della realizzazione di una vasca per impianto di
sollevamento acqua nel contesto del progetto complessivo di risanamento fognario di
Rimini Isola. La vasca si compone di due comparti con quote di fondo vasca diverse,
rispettivamente -4.72 e -2.30 dal P.C.. Il primo comparto ha pianta rettangolare di lati
9.90 x 7.90 m; le pareti perimetrali sono realizzate mediante diaframma in c.a. dello
spessore di 0.80 m a cui è collegata la platea di fondazione di spessore 0.80 m mediante
tasche e barre iniettate con resina. La copertura è costituita da una soletta in c.a. di
spessore 0.30 m solidale ai diaframmi tramite il cordolo di coronamento; al di sopra
della stessa è previsto un ricoprimento di terreno di 0.50 m ed un carico accidentale di
1000 Kg/m2. Il secondo comparto ha pianta rettangolare di lati 3.45 x 7.90 m ed è
delimitato su un lato dal diaframma del comparto adiacente mentre sui restanti da un
muro di sostegno di spessore 0.40 m; la platea di fondazione è realizzata in c.a. con
spessore 0.40 m. La copertura è realizzata mediante lastre in c.a. di spessore 0.30 m
asportabili sulle quali è prevista la presenza di un carico accidentale di 1000 Kg/m2.
Le fondazioni, i diaframmi ed il muro perimetrale del secondo comparto sono stati
dimensionati in base alle informazioni riportate nella relazione geologica redatta dal
Dott. Geol. Ettore Baistrocchi. Le indicazioni desunte dalla citata relazione geologica
possono essere sinteticamente riassunte nella presenza della falda acquifera alla
profondità di -1.00 m dal piano di campagna dell’area a giardino e nella definizione di
un coefficiente di fondazione ε = 1.
La verifica delle strutture in c.a. è stata condotta sia tramite verifiche locali sia tramite
l’ausilio di un modello agli elementi finiti su cui è stata condotta un’analisi di calcolo
sismica dinamica alle tensioni ammissibili secondo il D.M. 16/01/1996.
In particolare il modello agli elementi finiti è stato utilizzato per elaborare un modello a
travi in spessore di soletta della copertura delle vasche così da tenere conto delle
tensioni localizzate in corrispondenza dei numerosi fori presenti. Al contrario il
medesimo modello non permette agevolmente di simulare la presenza dei diaframmi e
dei vincoli fra questi e la platea di fondazione; si è optato pertanto di condurre analisi di
1
verifica locale per i diaframmi, la platea di fondazione, i collegamenti reciproci,
l’armatura diffusa della soletta di copertura nonché del muro di sostegno sui tre lati del
secondo comparto.
Un problema fondamentale di cui si è tenuto conto è quello del galleggiamento della
struttura (proprio a causa della forma scatolare che presenta l’opera), in particolare nella
condizione più sfavorevole di vasca vuota; a riguardo, si è affidato l’intero gap di
pressione fra sottospinta idraulica e azioni verticali agenti alle tasche realizzate nel
diaframma ed alle barre innestate con resina (vedi verifica locale allegata)
2 - Strumenti di calcolo utilizzati
Il progetto delle strutture e la relativa verifica sono stati svolti con l’ausilio di
elaboratore elettronico procedendo ad un calcolo sismico dinamico alle tensioni
ammissibili.
Si è utilizzato un programma agli elementi finiti (denominato XFINEST) di provata
affidabilità.
Il progetto è stato inoltre facilitato dall’utilizzo di un pre e post-processore al solutore
agli elementi finiti denominato MODEST (MODEllatore STrutturale).
Tale secondo programma consente un input grafico facilitato, un efficiente controllo dei
dati immessi e dei risultati ottenuti, la verifica delle sezioni e delle armature e la
generazione di files DXF che costituiscono la base per la elaborazione CAD dei disegni
di progetto.
I risultati ottenuti dallo studio delle strutture sono stati valutati con attenzione
eseguendo anche confronti qualitativi e quantitativi semplificati.
Da tali valutazioni di confronto si sono ottenute adeguate conferme sulla attendibilità
dei risultati.
Per le verifiche locali sono stati utilizzati altri programmi (CDBWin – Paratie, fogli di
calcolo excel autonomamente prodotti) di comprovata affidabilità.
2
3 - Normativa di riferimento
- Legge n. 64 del 2/2/1974 - Provvedimenti per le costruzioni con particolari
prescrizioni per le zone sismiche.
- D.M. del 24/1/1986 - Norme tecniche relative alle costruzioni sismiche.
- Legge n. 1086 del 5/11/1971 - Norme per la disciplina delle opere di conglomerato
cementizio armato, normale e precompresso ed a struttura metallica.
- D.M. del 14/2/1992 - Norme tecniche per l'esecuzione delle opere in c.a. normale e
precompresso e per le strutture metalliche.
- D.M. del 9/1/1996 - Norme tecniche per l'esecuzione delle opere in c.a. normale e
precompresso e per le strutture metalliche.
- D.M. del 16/1/1996 - Norme tecniche per le costruzioni in zone sismiche.
- Circolare n. 21745 del 30/7/1981 - Legge n. 219 del 14/5/1981 - Art. 10 - Istruzioni
relative al rafforzamento degli edifici in muratura danneggiati dal sisma.
- Regione Autonoma Friuli Venezia Giulia - Legge Regionale n. 30 del 20/6/1977 Documentazione tecnica per la progettazione e direzione delle opere di riparazione degli
edifici - Documento Tecnico n. 2 - Raccomandazioni per la riparazione strutturale degli
edifici in muratura.
- Norme Tecniche C.N.R. n. 10011-85 del 18/4/1985 - Costruzioni di acciaio - Istruzioni
per il calcolo, l'esecuzione, il collaudo e la manutenzione.
- Norme Tecniche C.N.R. n. 10025-84 del 14/12/1984 - Istruzioni per il progetto,
l'esecuzione ed il controllo delle strutture prefabbricate in conglomerato cementizio e
per le strutture costruite con sistemi industrializzati di acciaio - Istruzioni per il calcolo,
l'esecuzione, il collaudo e la manutenzione.
- Circolare n. 65 del 10/4/1997 - Istruzioni per l'applicazione delle "Norme tecniche per
le costruzioni in zone sismiche" di cui al D.M. del 16/1/1996.
3
4 - Sovraccarichi e parametri di riferimento
Nella redazione del progetto esecutivo strutturale, si adottano i seguenti carichi di
esercizio e parametri di riferimento:
• Sovraccarico accidentale per la soletta di copertura a=1000 Kg/mq.
• Dati struttura
-
Coefficiente di protezione sismica I = 1
-
Coefficiente di fondazione ε = 1
-
Coefficiente di struttura β = 1.2
-
Grado di sismicità S = 9
-
Coefficiente di intensità sismica C = 0.07
4
RELAZIONE GEOTECNICA E SULLE FONDAZIONI
Per il dimensionamento delle strutture interrate, si è fatto riferimento alla Relazione
Geologica redatta dal Dott. Ettore Baistrocchi. La vasca presenta delle dimensioni
contenute ed è completamente interrata; questo determina uno stato tensionale e dei
cedimenti del terreno ampiamente accettabili ed in linea con i valori desunti dalla citata
relazione.
Sinteticamente le indicazioni possono essere così riassunte:
•
falda a circa –1.00 m dal piano di campagna dell area a giardino
•
coefficiente di fondazione ε = 1
•
necessità di palandole o diaframmi di 8.00-9.00 m per ottenere un incastro sotto il
fondo scavo, aggottamento dell’ordine 300-600 l/ora che non influisce sul regime
della falda al contorno, sicurezza nei confronti di fenomeni di sifonamento e
sollevamento del fondo dell’ordine di FS=2.0-2.5.
La stratigrafia del terreno interessato dall’opera è costituita da una coltre di terreni di
riporto grossolani dello spessore di 1.0 - 1.5 m, dalla formazione sabbiosa del litorale
fino a 9.00 m di profondità, il quale giace a sua volta su terreni limo-argillosi di
spessore molto elevato.
La fondazione del manufatto è costituita da una platea in c.a. dello spessore di 40 cm e
verificata sulla massima sottospinta in condizione di condotto completamente vuoto e
sui massimi carichi applicati.
5
RELAZIONE SUI MATERIALI
Si prescrive l’adozione dei seguenti materiali:
a) Calcestruzzo per fondazioni:
- resistenza caratteristica cubica Rck>350 Kg/cm2;
b) Calcestruzzo per strutture in elevazione:
- setti :
- soletta di copertura:
resistenza caratteristica cubica Rck>350 Kg/cm2;
resistenza caratteristica cubica Rck>350 Kg/cm2;
c) Acciaio per c.a.:
- acciaio in barre controllato in stabilimento FeB44K Kf amm = 2.600 Kg/cm2:
- reti elettrosaldate fyk≥3.900Kg/cm2 fyt≥4.400Kg/cm2;
6
RELAZIONE DI CALCOLO
1 - Analisi dei carichi:
• Soletta di copertura vasca comparto 1
750 Kg/m2
- soletta in c.a. s=30 cm
50 Kg/m2
- fissi aggiunti
900 Kg/m2
- terreno s=50 cm
- carico accidentale
1000 Kg/m2
---------------2700 Kg/m2
• Soletta di copertura vasca comparto 2 asportabile
- soletta in c.a. s=30 cm
- fissi aggiunti
- carico accidentale
750 Kg/m2
50 Kg/m2
1000 Kg/m2
---------------1800 Kg/m2
7
SCHEMI GRAFICI ALLEGATI
A. Schemi strutturali di piano
Platea di fondazione
Modello soletta di copertura
8
B. Modello 3D
9
C. Tensioni sul terreno di fondazione
Combinazione di carico 1 (RISC 1)
Combinazione di carico 2 (RISC 2)
10
Combinazione di carico 3 (RISC 3)
Combinazione di carico 4 (RISC 4)
11
Combinazione di carico 5 (RISC 5)
12
D. Mappe di armatura platea di fondazione
Armatura inferiore in direzione X
Armatura superiore in direzione X
13
Armatura inferiore in direzione Y
Armatura superiore in direzione Y
14
TABULATO VASCA RIMINI ISOLA 081112
sismiche" di cui al D.M. del 16/1/1996.
Introduzione
- Ordinanza n. 3274 del 20/3/2003 - Primi elementi in materia di criteri generali per la classificazione sismica del
territorio nazionale e di normative tecniche per le costruzioni in zona sismica.
Sistemi di riferimento
- Ordinanza n. 3316 del 2/10/2003 - Modifiche ed integrazioni all'Ordinanza n. 3274 del 20/3/2003.
Le coordinate, i carichi concentrati, i cedimenti, le reazioni vincolari e gli spostamenti dei NODI sono riferiti ad
una terna destra cartesiana globale con l'asse Z verticale rivolto verso l'alto.
UNITA` DI MISURA
I carichi in coordinate locali e le sollecitazioni delle ASTE sono riferite ad una terna destra cartesiana locale così
definita:
- origine nel nodo iniziale dell'asta;
- asse X coincidente con l'asse dell'asta e con verso dal nodo iniziale al nodo finale;
- immaginando la trave a sezione rettangolare l'asse Y è parallelo alla base e l'asse Z è parallelo all'altezza. La
rotazione dell'asta comporta quindi una rotazione di tutta la terna locale.
Si può immaginare la terna locale di un'asta comunque disposta nello spazio come derivante da quella globale dopo una
serie di trasformazioni:
- una rotazione intorno all'asse Z che porti l'asse X a coincidere con la proiezione dell'asse dell'asta sul piano
orizzontale;
- una traslazione lungo il nuovo asse X così definito in modo da portare l'origine a coincidere con la proiezione del
nodo iniziale dell'asta sul piano orizzontale;
- una traslazione lungo l'asse Z che porti l'origine a coincidere con il nodo iniziale dell'asta;
- una rotazione intorno all'asse Y così definito che porti l'asse X a coincidere con l'asse dell'asta;
- una rotazione intorno all'asse X così definito pari alla rotazione dell'asta.
Le unità di misura adottate sono le seguenti:
-
lunghezze
forze
masse
temperature
angoli
:
:
:
:
:
m
kg
kg massa
gradi centigradi
gradi sessadecimali o radianti
ELENCO VINCOLI NODI
Simbologia
In pratica le travi prive di rotazione avranno sempre l'asse Z rivolto verso l'alto e l'asse Y nel piano del solaio,
mentre i pilastri privi di rotazione avranno l'asse Y parallelo all'asse Y globale e l'asse Z parallelo ma controverso
all'asse X globale. Da notare quindi che per i pilastri la "base" è il lato parallelo a Y.
Le sollecitazioni ed i carichi in coordinate locali negli ELEMENTI BIDIMENSIONALI e nei MURI sono riferiti ad una
terna destra cartesiana locale così definita:
- origine nel primo nodo dell'elemento;
- asse X coincidente con la congiungente il primo ed il secondo nodo dell'elemento;
- asse Y definito come prodotto vettoriale fra il versore dell'asse X e il versore della congiungente il primo e il
quarto nodo. Asse Z a formare con gli altri due una terna destrorsa.
Vn
Comm.
Sx
Sy
Sz
Rx
Ry
Rz
RL
Ly
Lz
Kt
=
=
=
=
=
=
=
=
=
=
=
=
Numero del vincolo nodo
Commento
Spostamento in dir. X (L=libero, B=bloccato)
Spostamento in dir. Y (L=libero, B=bloccato)
Spostamento in dir. Z (L=libero, B=bloccato)
Rotazione intorno all'asse X (L=libera, B=bloccata)
Rotazione intorno all'asse Y (L=libera, B=bloccata)
Rotazione intorno all'asse Z (L=libera, B=bloccata)
Rotazione libera
Lunghezza (dir. Y locale)
Larghezza (dir. Z locale)
Coeff. di sottofondo su suolo elastico alla Winkler
Vn
Lz
Kt
Comm.
Sx Sy Sz Rx Ry Rz
RL
Ly
Lz
Kt
Vn
Comm.
Sx Sy Sz Rx Ry Rz
<grad> <m> <m> <kg/cmc>
Praticamente un elemento verticale con l'asse X locale coincidente con l'asse X globale ha anche gli altri assi locali
coincidenti con quelli globali.
Rotazioni e momenti
Seguendo il principio adottato per tutti i carichi che sono positivi se CONTROVERSI agli assi, anche i momenti
concentrati e le rotazioni impresse in coordinate globali risultano positivi se CONTROVERSI al segno positivo delle
rotazioni. Il segno positivo dei momenti e delle rotazioni è quello orario per l'osservatore posto nell'origine: X
ruota su Y, Y ruota su Z, Z ruota su X. In pratica è sufficiente adottare la regola della mano destra: col pollice
rivolto nella direzione dell'asse, la rotazione che porta a chiudere il palmo della mano corrisponde al segno
positivo.
<m> <kg/cmc>
---------------------------------------------------------------------------1 LIBERO
L L L L L L
9 Vincolo perimetrale L L B L L B
RL
Ly
<grad> <m>
--------------------------------------------------3 EL. SEW 110001
B
B
L
L
L
B
ELENCO NODI
Simbologia
Nodo
X
Y
Z
Imp.
Vn
Normativa di riferimento
La normativa di riferimento è la seguente:
=
=
=
=
=
=
Numero del nodo
Coordinata X del nodo
Coordinata Y del nodo
Coordinata Z del nodo
Numero dell'impalcato
Numero del vincolo nodo
- Legge n. 64 del 2/2/1974 - Provvedimenti per le costruzioni con particolari prescrizioni per le zone sismiche.
- D.M. del 24/1/1986 - Norme tecniche relative alle costruzioni sismiche.
- Legge n. 1086 del 5/11/1971 - Norme per la disciplina delle opere di conglomerato cementizio armato, normale e
precompresso ed a struttura metallica.
- D.M. del 14/2/1992 - Norme tecniche per l'esecuzione delle opere in c.a. normale e precompresso e per le strutture
metalliche.
- D.M. del 9/1/1996 - Norme tecniche per l'esecuzione delle opere in c.a. normale e precompresso e per le strutture
metalliche.
- D.M. del 16/1/1996 - Norme tecniche per le costruzioni in zone sismiche.
- Circolare n. 21745 del 30/7/1981 - Legge n. 219 del 14/5/1981 - Art. 10 - Istruzioni relative al rafforzamento degli
edifici in muratura danneggiati dal sisma.
- Regione Autonoma Friuli Venezia Giulia - Legge Regionale n. 30 del 20/6/1977 - Documentazione tecnica per la
progettazione e direzione delle opere di riparazione degli edifici - Documento Tecnico n. 2 - Raccomandazioni per la
riparazione strutturale degli edifici in muratura.
- Norme Tecniche C.N.R. n. 10011-85 del 18/4/1985 - Costruzioni di acciaio - Istruzioni per il calcolo, l'esecuzione,
il collaudo e la manutenzione.
- Norme Tecniche C.N.R. n. 10025-84 del 14/12/1984 - Istruzioni per il progetto, l'esecuzione ed il controllo delle
strutture prefabbricate in conglomerato cementizio e per le strutture costruite con sistemi industrializzati di
acciaio - Istruzioni per il calcolo, l'esecuzione, il collaudo e la manutenzione.
- Circolare n. 65 del 10/4/1997 - Istruzioni per l'applicazione delle "Norme tecniche per le costruzioni in zone
1
Nodo
X
Y
Z Imp. Vn
Imp. Vn
<m>
<m> <m>
-----------------------------------2540 10.36 7.37 3.40
0 3
0 3
-2536 10.37 5.55 3.40
0 3
0 3
-2532 10.38 3.55 3.40
0 3
0 3
-2528 10.39 1.88 3.40
0 3
0 3
-2524 10.83 7.37 3.40
0 3
0 3
-2520 10.84 5.55 3.40
0 3
0 3
-2516 10.86 3.55 3.40
0 3
0 3
-2512 10.87 1.88 3.40
0 3
0 3
-2508 11.29 7.37 3.40
0 3
0 3
-2504 11.31 5.55 3.40
0 3
0 3
-2500 11.34 3.55 3.40
0 3
0 3
-2496 11.36 1.88 3.40
0 3
0 3
Nodo
X
Y
Z
Imp. Vn
<m>
<m> <m>
-----------------------------
Nodo
X
Y
Z
Imp. Vn
<m>
<m> <m>
-----------------------------
Nodo
X
Y
Z
<m>
<m> <m>
----------------------
-2539 10.37 6.85 3.40
0
3
-2538 10.37 6.30 3.40
0
3
-2537 10.37 5.75 3.40
-2535 10.37 4.95 3.40
0
3
-2534 10.38 4.35 3.40
0
3
-2533 10.38 4.15 3.40
-2531 10.38 2.95 3.40
0
3
-2530 10.38 2.75 3.40
0
3
-2529 10.38 2.32 3.40
-2527 10.39 1.45 3.40
0
3
-2526 10.39 0.81 3.40
0
3
-2525 10.39 0.40 3.40
-2523 10.83 6.85 3.40
0
3
-2522 10.84 6.30 3.40
0
3
-2521 10.84 5.75 3.40
-2519 10.85 4.95 3.40
0
3
-2518 10.85 4.35 3.40
0
3
-2517 10.85 4.15 3.40
-2515 10.86 2.95 3.40
0
3
-2514 10.86 2.75 3.40
0
3
-2513 10.87 2.32 3.40
-2511 10.87 1.45 3.40
0
3
-2510 10.88 0.81 3.40
0
3
-2509 10.88 0.41 3.40
-2507 11.30 6.85 3.40
0
3
-2506 11.31 6.30 3.40
0
3
-2505 11.31 5.75 3.40
-2503 11.32 4.95 3.40
0
3
-2502 11.33 4.35 3.40
0
3
-2501 11.33 4.15 3.40
-2499 11.34 2.95 3.40
0
3
-2498 11.35 2.75 3.40
0
3
-2497 11.35 2.32 3.40
-2495 11.36 1.45 3.40
0
3
-2494 11.37 0.82 3.40
0
3
-2493 11.37 0.41 3.40
2
-2492
0 3
-2488
0 3
-2484
0 3
-2480
0 3
-2476
0 3
-2472
0 3
-2468
0 3
-2464
0 3
-2460
0 3
-2456
0 3
-2452
0 3
-2448
0 3
-2444
0 3
-2440
0 3
-2436
0 3
-2432
0 3
-2428
0 3
-2424
0 3
-2420
0 3
-2416
0 3
-2412
0 3
-2408
0 3
-2404
0 3
-2400
0 3
-2396
0 3
-2392
0 3
-2388
0 3
-2384
0 3
-2380
0 3
-2376
0 3
-2372
0 3
-2368
0 3
-2364
0 3
-2360
0 3
-2356
0 3
-2352
0 3
-2348
0 3
-2344
0 3
-2340
0 3
-2336
0 3
-2332
0 3
-2328
11.76 7.37 3.40
0
3
-2491 11.77 6.85 3.40
0
3
-2490 11.77 6.30 3.40
0
3
-2489 11.78 5.75 3.40
11.79 5.55 3.40
0
3
-2487 11.80 4.95 3.40
0
3
-2486 11.80 4.35 3.40
0
3
-2485 11.81 4.15 3.40
11.82 3.55 3.40
11.84 1.88 3.40
12.29 7.37 3.40
12.31 5.55 3.40
12.33 3.55 3.40
12.35 1.88 3.40
12.82 7.37 3.40
12.83 5.55 3.40
12.84 3.55 3.40
12.85 1.88 3.40
0.49 7.64 0.00
0.49 5.91 0.00
0.49 3.94 0.00
0.49 1.97 0.00
0.98 7.63 0.00
0.98 5.89 0.00
0.98 3.93 0.00
0.98 1.96 0.00
1.47 7.62 0.00
1.47 5.87 0.00
1.47 3.92 0.00
1.47 1.96 0.00
1.95 7.61 0.00
1.95 5.86 0.00
1.95 3.90 0.00
1.95 1.95 0.00
2.44 7.60 0.00
2.44 5.84 0.00
2.44 3.89 0.00
2.44 1.95 0.00
2.93 7.59 0.00
2.93 5.82 0.00
2.93 3.88 0.00
2.93 1.94 0.00
3.42 7.58 0.00
3.42 5.80 0.00
3.42 3.87 0.00
3.42 1.93 0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
-2483 11.83 2.95 3.40
-2479 11.85 1.45 3.40
-2475 12.29 6.85 3.40
-2471 12.31 4.95 3.40
-2467 12.33 2.95 3.40
-2463 12.35 1.45 3.40
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-2455 12.83 4.95 3.40
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-2013
-2009
-2005
-2001
9.90 7.38 2.91
9.90 7.42 0.97
9.90 6.90 1.94
9.90 6.33 2.91
9.90 6.45 0.97
9.90 5.87 1.94
9.90 5.55 2.91
9.90 5.57 0.97
9.90 5.02 1.94
9.90 4.39 2.91
9.90 4.56 0.97
9.90 4.16 1.94
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
3
3
1
3
1
1
1
1
1
3
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
-2149
-2145
-2141
0 1
-1991
0 1
-1987
0 1
-1983
0 1
-1979
0 1
-1975
0 1
-1971
0 1
-1967
0 1
-1963
0 1
-1959
0 1
-1955
0 1
-1951
0 9
-1947
0 9
-1943
0 9
-1939
0 9
-1935
0 1
-1931
0 1
-1927
0 1
-1923
0 1
-1919
0 1
-1915
0 1
-1911
0 1
-1907
0 1
-1903
0 1
-1899
0 1
-1895
0 1
-1891
0 1
-1887
0 1
-1883
0 1
-1879
0 1
-1875
0 1
-1871
0 1
-1867
0 1
-1863
0 1
-1859
0 1
-1855
0 1
-1851
0 1
-1847
0 1
-1843
0 1
-1839
0 1
-1835
0 1
-1831
0 1
9.38 4.20 0.00
9.38 2.33 0.00
9.38 0.47 0.00
-2136 13.35 0.42 4.33
-2132 13.35 0.85 5.73
-2128 13.35 0.85 3.87
-2124 13.35 2.32 4.33
-2120 13.35 1.88 4.80
-2116 13.35 1.45 5.27
-2112 13.35 2.32 6.20
-2108 13.35 2.75 5.73
-2104 13.35 2.75 3.87
-2100 13.35 3.55 4.33
-2096 13.35 2.95 4.80
-2092 13.35 3.55 3.40
-2088 13.35 4.15 4.33
-2084 13.35 4.95 4.80
-2080 13.35 4.35 5.27
-2076 13.35 4.95 6.20
-2072 13.35 5.55 4.80
-2068 13.35 6.30 5.27
-2064 13.35 5.75 5.73
-2060 13.35 5.75 3.87
-2056 13.35 7.37 5.27
-2052 13.35 6.85 5.73
-2048 13.35 6.85 3.87
-2044
-2040
-2036
-2032
-2028
-2024
-2020
-2016
-2012
-2008
-2004
-2000
9.90 7.39 2.43
9.90 7.43 0.49
9.90 6.92 1.46
9.90 6.36 2.43
9.90 6.48 0.49
9.90 5.92 1.46
9.90 5.56 2.43
9.90 5.57 0.49
9.90 5.04 1.46
9.90 4.43 2.43
9.90 4.60 0.49
9.90 4.17 1.46
9.90 4.17 0.97
0
1
-1998
9.90 4.18 0.49
0
1
-1997
9.90 3.57 2.91
0
1
-1996
9.90 3.60 2.43
9.90 3.62 1.94
0
1
-1994
9.90 3.65 1.46
0
1
-1993
9.90 3.67 0.97
0
1
-1992
9.90 3.69 0.49
5
9.90 2.99 2.91
0
1
-1990
9.90 3.04 2.43
0
1
-1989
9.90 3.08 1.94
0
1
-1988
9.90 3.12 1.46
9.90 3.17 0.97
0
1
-1986
9.90 3.21 0.49
0
1
-1985
9.90 2.76 2.91
0
1
-1984
9.90 2.76 2.43
9.90 2.77 1.94
0
1
-1982
9.90 2.77 1.46
0
1
-1981
9.90 2.78 0.97
0
1
-1980
9.90 2.78 0.49
9.90 2.32 2.91
0
1
-1978
9.90 2.32 2.43
0
1
-1977
9.90 2.32 1.94
0
1
-1976
9.90 2.32 1.46
9.90 2.32 0.97
0
1
-1974
9.90 2.32 0.49
0
1
-1973
9.90 1.88 2.91
0
1
-1972
9.90 1.88 2.43
9.90 1.87 1.94
0
1
-1970
9.90 1.87 1.46
0
1
-1969
9.90 1.87 0.97
0
1
-1968
9.90 1.86 0.49
9.90 1.44 2.91
0
1
-1966
9.90 1.43 2.43
0
1
-1965
9.90 1.43 1.94
0
1
-1964
9.90 1.42 1.46
9.90 1.41 0.97
0
1
-1962
9.90 1.40 0.49
0
1
-1961
9.90 0.82 2.91
0
1
-1960
9.90 0.84 2.43
9.90 0.86 1.94
0
1
-1958
9.90 0.87 1.46
0
1
-1957
9.90 0.89 0.97
0
1
-1956
9.90 0.91 0.49
9.90 0.41 2.91
0
1
-1954
9.90 0.42 2.43
0
1
-1953
9.90 0.43 1.94
0
1
-1952
9.90 0.44 1.46
9.90 0.45 0.97
0
1
-1950
9.90 0.46 0.49
0
1
-1949
9.90 7.44 0.00
0
9
-1948
9.90 6.97 0.00
9.90 6.51 0.00
0
9
-1946
9.90 6.04 0.00
0
9
-1945
9.90 5.58 0.00
0
9
-1944
9.90 5.11 0.00
9.90 4.65 0.00
0
9
-1942
9.90 4.18 0.00
0
9
-1941
9.90 3.72 0.00
0
9
-1940
9.90 3.25 0.00
9.90 2.79 0.00
0
9
-1938
9.90 2.32 0.00
0
9
-1937
9.90 1.86 0.00
0
9
-1936
9.90 1.39 0.00
9.90 0.93 0.00
0
9
-1934
9.90 0.46 0.00
0
9
-1933
9.90 2.32 5.73
0
1
-1932
9.90 2.32 5.27
9.90 2.32 4.80
0
1
-1930
9.90 2.32 4.33
0
1
-1929
9.90 2.32 3.87
0
1
-1928
9.90 1.88 5.73
9.90 1.88 5.27
0
1
-1926
9.90 1.88 4.80
0
1
-1925
9.90 1.88 4.33
0
1
-1924
9.90 1.88 3.87
9.90 2.32 6.20
1
1
-1922
9.90 2.32 3.40
0
1
-1921
9.90 1.88 6.20
1
1
-1920
9.90 1.88 3.40
9.90 0.42 5.73
0
1
-1918
9.90 0.42 5.27
0
1
-1917
9.90 0.41 4.80
0
1
-1916
9.90 0.41 4.33
9.90 0.40 3.87
0
1
-1914
9.90 0.42 6.20
1
1
-1913
9.90 0.40 3.40
0
1
-1912
9.90 0.84 5.73
9.90 1.45 5.73
0
1
-1910
9.90 0.83 5.27
0
1
-1909
9.90 1.45 5.27
0
1
-1908
9.90 0.82 4.80
9.90 1.45 4.80
0
1
-1906
9.90 0.82 4.33
0
1
-1905
9.90 1.45 4.33
0
1
-1904
9.90 0.81 3.87
9.90 1.45 3.87
0
1
-1902
9.90 2.75 5.73
0
1
-1901
9.90 2.75 5.27
0
1
-1900
9.90 2.75 4.80
9.90 2.75 4.33
0
1
-1898
9.90 2.75 3.87
0
1
-1897
9.90 3.55 5.73
0
1
-1896
9.90 3.55 5.27
9.90 3.55 4.80
0
1
-1894
9.90 3.55 4.33
0
1
-1893
9.90 3.55 3.87
0
1
-1892
9.90 2.95 5.73
9.90 2.95 5.27
0
1
-1890
9.90 2.95 4.80
0
1
-1889
9.90 2.95 4.33
0
1
-1888
9.90 2.95 3.87
9.90 3.55 6.20
1
1
-1886
9.90 3.55 3.40
0
1
-1885
9.90 4.15 5.73
0
1
-1884
9.90 4.15 5.27
9.90 4.15 4.80
0
1
-1882
9.90 4.15 4.33
0
1
-1881
9.90 4.15 3.87
0
1
-1880
9.90 4.95 5.73
9.90 4.95 5.27
0
1
-1878
9.90 4.95 4.80
0
1
-1877
9.90 4.95 4.33
0
1
-1876
9.90 4.95 3.87
9.90 4.35 5.73
0
1
-1874
9.90 5.55 5.73
0
1
-1873
9.90 4.35 5.27
0
1
-1872
9.90 5.55 5.27
9.90 4.35 4.80
0
1
-1870
9.90 5.55 4.80
0
1
-1869
9.90 4.35 4.33
0
1
-1868
9.90 5.55 4.33
9.90 4.35 3.87
0
1
-1866
9.90 5.55 3.87
0
1
-1865
9.90 4.95 6.20
1
1
-1864
9.90 4.95 3.40
9.90 6.30 5.73
0
1
-1862
9.90 6.30 5.27
0
1
-1861
9.90 6.30 4.80
0
1
-1860
9.90 6.30 4.33
9.90 6.30 3.87
0
1
-1858
9.90 5.75 5.73
0
1
-1857
9.90 5.75 5.27
0
1
-1856
9.90 5.75 4.80
9.90 5.75 4.33
0
1
-1854
9.90 5.75 3.87
0
1
-1853
9.90 6.30 6.20
1
1
-1852
9.90 6.30 3.40
9.90 7.37 5.73
0
1
-1850
9.90 7.37 5.27
0
1
-1849
9.90 7.37 4.80
0
1
-1848
9.90 7.37 4.33
9.90 7.37 3.87
0
1
-1846
9.90 6.85 5.73
0
1
-1845
9.90 6.85 5.27
0
1
-1844
9.90 6.85 4.80
9.90 6.85 4.33
0
1
-1842
9.90 6.85 3.87
0
1
-1841
9.90 7.37 6.20
1
1
-1840
9.90 7.37 3.40
3.91 7.90 2.91
0
1
-1838
3.91 7.90 2.43
0
1
-1837
3.91 7.90 1.94
0
1
-1836
3.91 7.90 1.46
3.91 7.90 0.97
0
1
-1834
3.91 7.90 0.49
0
1
-1833
3.42 7.90 2.91
0
1
-1832
3.42 7.90 2.43
3.42 7.90 1.94
0
1
-1830
3.42 7.90 1.46
0
1
-1829
3.42 7.90 0.97
0
1
-1828
3.42 7.90 0.49
6
-1827
0 1
-1823
0 1
-1819
0 1
-1815
0 1
-1811
0 1
-1807
0 1
-1803
0 1
-1799
0 1
-1795
0 1
-1791
0 9
-1787
0 9
-1783
0 1
-1779
0 1
-1775
0 1
-1771
0 1
-1767
0 9
-1763
0 1
-1759
0 1
-1755
0 1
-1751
0 1
-1747
0 1
-1743
0 1
-1739
0 1
-1735
0 9
-1731
0 1
-1727
0 1
-1723
0 1
-1719
0 1
-1715
0 1
-1711
0 1
-1707
0 9
-1703
0 1
-1699
0 1
-1695
0 1
-1691
1 1
-1687
0 1
-1683
0 1
-1679
0 1
-1675
0 1
-1671
0 1
-1667
1 1
-1663
2.93 7.90 2.91
0
1
-1826
2.93 7.90 2.43
0
1
-1825
2.93 7.90 1.94
0
1
-1824
2.93 7.90 1.46
2.93 7.90 0.97
0
1
-1822
2.93 7.90 0.49
0
1
-1821
2.44 7.90 2.91
0
1
-1820
2.44 7.90 2.43
2.44 7.90 1.94
1.95 7.90 2.91
1.95 7.90 0.97
1.47 7.90 1.94
0.98 7.90 2.91
0.98 7.90 0.97
0.49 7.90 1.94
3.91 7.90 0.00
1.95 7.90 0.00
5.50 7.90 2.91
5.50 7.90 0.97
4.95 7.90 1.94
4.40 7.90 2.91
4.40 7.90 0.97
7.89 7.90 2.91
7.89 7.90 0.97
7.43 7.90 1.94
6.97 7.90 2.91
6.97 7.90 0.97
6.51 7.90 1.94
6.05 7.90 2.91
6.05 7.90 0.97
6.97 7.90 0.00
9.38 7.90 1.94
8.87 7.90 2.91
8.87 7.90 0.97
8.35 7.90 2.43
8.35 7.90 1.46
8.35 7.90 0.49
12.82 7.90 5.73
12.82 7.90 3.87
12.28 7.90 4.33
13.35 7.90 4.80
12.82 7.90 3.40
11.29 7.90 5.27
10.82 7.90 5.73
10.82 7.90 3.87
10.36 7.90 4.33
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
9
9
1
1
1
1
1
1
1
1
1
1
1
1
1
9
1
1
1
1
1
1
1
1
1
1
3
1
1
1
1
-1818
-1814
-1810
-1806
-1802
-1798
-1794
-1790
-1786
-1782
-1778
-1774
-1770
-1766
-1762
-1758
-1754
-1750
-1746
-1742
-1738
-1734
-1730
-1726
-1722
-1718
-1714
-1710
-1706
2.44 7.90 1.46
1.95 7.90 2.43
1.95 7.90 0.49
1.47 7.90 1.46
0.98 7.90 2.43
0.98 7.90 0.49
0.49 7.90 1.46
3.42 7.90 0.00
1.47 7.90 0.00
5.50 7.90 2.43
5.50 7.90 0.49
4.95 7.90 1.46
4.40 7.90 2.43
4.40 7.90 0.49
7.89 7.90 2.43
7.89 7.90 0.49
7.43 7.90 1.46
6.97 7.90 2.43
6.97 7.90 0.49
6.51 7.90 1.46
6.05 7.90 2.43
6.05 7.90 0.49
6.51 7.90 0.00
9.38 7.90 1.46
8.87 7.90 2.43
8.87 7.90 0.49
9.90 7.90 2.43
9.90 7.90 1.46
9.90 7.90 0.49
-1702 12.82 7.90 5.27
-1698 12.28 7.90 5.73
-1694 12.28 7.90 3.87
-1690 13.35 7.90 4.33
-1686 12.28 7.90 6.20
-1682 11.29 7.90 4.80
-1678 10.82 7.90 5.27
-1674 10.36 7.90 5.73
-1670 10.36 7.90 3.87
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
1
1
1
1
1
1
1
9
9
1
1
1
1
1
1
1
1
1
1
1
1
1
9
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
-1817
-1813
-1809
-1805
-1801
-1797
-1793
-1789
-1785
-1781
-1777
-1773
-1769
-1765
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-1749
-1745
-1741
-1737
-1733
-1729
-1725
-1721
-1717
-1713
-1709
-1705
2.44 7.90 0.97
1.95 7.90 1.94
1.47 7.90 2.91
1.47 7.90 0.97
0.98 7.90 1.94
0.49 7.90 2.91
0.49 7.90 0.97
2.93 7.90 0.00
0.98 7.90 0.00
5.50 7.90 1.94
4.95 7.90 2.91
4.95 7.90 0.97
4.40 7.90 1.94
5.50 7.90 0.00
7.89 7.90 1.94
7.43 7.90 2.91
7.43 7.90 0.97
6.97 7.90 1.94
6.51 7.90 2.91
6.51 7.90 0.97
6.05 7.90 1.94
7.89 7.90 0.00
9.38 7.90 2.91
9.38 7.90 0.97
8.87 7.90 1.94
8.35 7.90 2.91
8.35 7.90 1.94
8.35 7.90 0.97
9.38 7.90 0.00
-1701 12.82 7.90 4.80
-1697 12.28 7.90 5.27
-1693 13.35 7.90 5.73
-1689 13.35 7.90 3.87
-1685 12.28 7.90 3.40
-1681 11.29 7.90 4.33
-1677 10.82 7.90 4.80
-1673 10.36 7.90 5.27
-1669 11.75 7.90 5.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
1
1
1
1
9
9
1
1
1
1
9
1
1
1
1
1
1
1
9
1
1
1
1
1
1
9
1
1
1
1
3
1
1
1
1
-1816
-1812
-1808
-1804
-1800
-1796
-1792
-1788
-1784
-1780
-1776
-1772
-1768
-1764
-1760
-1756
-1752
-1748
-1744
-1740
-1736
-1732
-1728
-1724
-1720
-1716
-1712
-1708
-1704
1 1
-1659 10.36 7.90 3.40
0 1
-1655 9.38 7.90 4.33
0 1
-1651 8.87 7.90 4.80
0 1
-1647 9.90 7.90 5.27
0 1
-1643 9.38 7.90 6.20
0 1
-1639 7.89 7.90 5.73
0 1
-1635 7.89 7.90 3.87
0 1
-1631 7.43 7.90 4.33
0 1
-1627 6.97 7.90 4.80
0 1
-1623 6.51 7.90 5.27
0 1
-1619 8.35 7.90 5.73
0 1
-1615 8.35 7.90 3.87
1 1
-1611 7.43 7.90 3.40
1 1
-1607 6.51 7.90 3.40
0 1
-1603 5.50 7.90 4.33
0 1
-1599 4.95 7.90 4.80
0 1
-1595 6.05 7.90 5.27
0 1
-1591 5.50 7.90 6.20
0 1
-1587 3.91 7.90 5.73
0 1
-1583 3.91 7.90 3.87
0 1
-1579 3.42 7.90 4.33
0 1
-1575 2.93 7.90 4.80
0 1
-1571 2.44 7.90 5.27
0 1
-1567 1.95 7.90 5.73
0 1
-1563 1.95 7.90 3.87
0 1
-1559 1.47 7.90 4.33
0 1
-1555 0.98 7.90 4.80
0 1
-1551 0.49 7.90 5.27
0 1
-1547 4.40 7.90 5.73
0 1
-1543 4.40 7.90 3.87
1 1
-1539 3.42 7.90 3.40
1 1
-1535 2.44 7.90 3.40
1 1
-1531 1.47 7.90 3.40
1 1
-1527 0.49 7.90 3.40
0 1
-1523 0.00 7.41 4.33
0 1
-1519 0.00 6.92 4.80
0 1
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-1284 10.89 0.00 4.33
10.89 0.00 3.87
0
1
-1282 10.39 0.00 5.73
0
1
-1281 10.39 0.00 5.27
0
1
-1280 10.39 0.00 4.80
10.39 0.00 4.33
0
1
-1278 10.39 0.00 3.87
0
1
-1277 13.35 0.00 5.73
0
1
-1276 13.35 0.00 5.27
13.35 0.00 4.80
0
1
-1274 13.35 0.00 4.33
0
1
-1273 13.35 0.00 3.87
0
1
-1272 12.86 0.00 6.20
12.86 0.00 3.40
0
3
-1270 12.36 0.00 6.20
1
1
-1269 12.36 0.00 3.40
0
3
-1268 11.87 0.00 6.20
11.87 0.00 3.40
0
3
-1266 11.38 0.00 6.20
1
1
-1265 11.38 0.00 3.40
0
3
-1264 10.89 0.00 6.20
10.89 0.00 3.40
0
3
-1262 10.39 0.00 6.20
1
1
-1261 10.39 0.00 3.40
0
3
-1260
9.38 0.00 5.73
9.38 0.00 5.27
0
1
-1258
9.38 0.00 4.80
0
1
-1257
9.38 0.00 4.33
0
1
-1256
9.38 0.00 3.87
8.87 0.00 5.73
0
1
-1254
8.87 0.00 5.27
0
1
-1253
8.87 0.00 4.80
0
1
-1252
8.87 0.00 4.33
8.87 0.00 3.87
0
1
-1250
9.90 0.00 5.73
0
1
-1249
9.90 0.00 5.27
0
1
-1248
9.90 0.00 4.80
9.90 0.00 4.33
0
1
-1246
9.90 0.00 3.87
0
1
-1245
9.38 0.00 6.20
1
1
-1244
8.87 0.00 6.20
7.89 0.00 5.73
0
1
-1242
7.89 0.00 5.27
0
1
-1241
7.89 0.00 4.80
0
1
-1240
7.89 0.00 4.33
7.89 0.00 3.87
0
1
-1238
7.43 0.00 5.73
0
1
-1237
7.43 0.00 5.27
0
1
-1236
7.43 0.00 4.80
7.43 0.00 4.33
0
1
-1234
7.43 0.00 3.87
0
1
-1233
6.97 0.00 5.73
0
1
-1232
6.97 0.00 5.27
6.97 0.00 4.80
0
1
-1230
6.97 0.00 4.33
0
1
-1229
6.97 0.00 3.87
0
1
-1228
6.51 0.00 5.73
6.51 0.00 5.27
0
1
-1226
6.51 0.00 4.80
0
1
-1225
6.51 0.00 4.33
0
1
-1224
6.51 0.00 3.87
8.35 0.00 5.73
0
1
-1222
8.35 0.00 5.27
0
1
-1221
8.35 0.00 4.80
0
1
-1220
8.35 0.00 4.33
8.35 0.00 3.87
0
1
-1218
7.89 0.00 6.20
1
1
-1217
7.43 0.00 6.20
1
1
-1216
6.97 0.00 6.20
6.51 0.00 6.20
1
1
-1214
7.89 0.00 2.91
0
1
-1213
7.89 0.00 2.43
0
1
-1212
7.89 0.00 1.94
7.89 0.00 1.46
0
1
-1210
7.89 0.00 0.97
0
1
-1209
7.89 0.00 0.49
0
1
-1208
7.43 0.00 2.91
7.43 0.00 2.43
0
1
-1206
7.43 0.00 1.94
0
1
-1205
7.43 0.00 1.46
0
1
-1204
7.43 0.00 0.97
7.43 0.00 0.49
0
1
-1202
6.97 0.00 2.91
0
1
-1201
6.97 0.00 2.43
0
1
-1200
6.97 0.00 1.94
6.97 0.00 1.46
0
1
-1198
6.97 0.00 0.97
0
1
-1197
6.97 0.00 0.49
0
1
-1196
6.51 0.00 2.91
6.51 0.00 2.43
0
1
-1194
6.51 0.00 1.94
0
1
-1193
6.51 0.00 1.46
0
1
-1192
6.51 0.00 0.97
6.51 0.00 0.49
0
1
-1190
7.89 0.00 3.40
0
1
-1189
7.89 0.00 0.00
0
9
-1188
7.43 0.00 3.40
7.43 0.00 0.00
0
9
-1186
6.97 0.00 3.40
0
1
-1185
6.97 0.00 0.00
0
9
-1184
6.51 0.00 3.40
6.51 0.00 0.00
0
9
-1182
9.38 0.00 2.91
0
1
-1181
9.38 0.00 2.43
0
1
-1180
9.38 0.00 1.94
9.38 0.00 1.46
0
1
-1178
9.38 0.00 0.97
0
1
-1177
9.38 0.00 0.49
0
1
-1176
8.87 0.00 2.91
8.87 0.00 2.43
0
1
-1174
8.87 0.00 1.94
0
1
-1173
8.87 0.00 1.46
0
1
-1172
8.87 0.00 0.97
8.87 0.00 0.49
0
1
-1170
8.35 0.00 2.91
0
1
-1169
9.90 0.00 2.91
0
1
-1168
8.35 0.00 2.43
9.90 0.00 2.43
0
1
-1166
8.35 0.00 1.94
0
1
-1165
9.90 0.00 1.94
0
1
-1164
8.35 0.00 1.46
10
-1163
0 1
-1159
0 1
-1155
0 1
-1151
0 1
-1147
0 1
-1143
0 1
-1139
0 1
-1135
0 1
-1131
0 1
-1127
0 1
-1123
0 1
-1119
0 1
-1115
0 1
-1111
0 1
-1107
0 1
-1103
0 9
-1099
0 9
-1095
0 1
-1091
0 1
-1087
0 1
-1083
0 1
-1079
0 1
-1075
0 1
-1071
0 1
-1067
0 1
-1063
0 1
-1059
0 1
-1055
0 1
-1051
0 1
-1047
0 1
-1043
0 1
-1039
0 1
-1035
0 1
-1031
0 1
-1027
0 1
-1023
0 1
-1019
0 1
-1015
0 1
-1011
0 1
-1007
0 1
-1003
0 1
-999
9.90 0.00 1.46
0
1
-1162
8.35 0.00 0.97
0
1
-1161
9.90 0.00 0.97
0
1
-1160
8.35 0.00 0.49
9.90 0.00 0.49
0
1
-1158
9.38 0.00 3.40
0
1
-1157
9.38 0.00 0.00
0
9
-1156
8.87 0.00 3.40
8.87 0.00 0.00
0
9
-1154
3.91 0.00 2.91
0
1
-1153
3.91 0.00 2.43
0
1
-1152
3.91 0.00 1.94
3.91 0.00 1.46
0
1
-1150
3.91 0.00 0.97
0
1
-1149
3.91 0.00 0.49
0
1
-1148
3.42 0.00 2.91
3.42 0.00 2.43
0
1
-1146
3.42 0.00 1.94
0
1
-1145
3.42 0.00 1.46
0
1
-1144
3.42 0.00 0.97
3.42 0.00 0.49
0
1
-1142
2.93 0.00 2.91
0
1
-1141
2.93 0.00 2.43
0
1
-1140
2.93 0.00 1.94
2.93 0.00 1.46
0
1
-1138
2.93 0.00 0.97
0
1
-1137
2.93 0.00 0.49
0
1
-1136
2.44 0.00 2.91
2.44 0.00 2.43
0
1
-1134
2.44 0.00 1.94
0
1
-1133
2.44 0.00 1.46
0
1
-1132
2.44 0.00 0.97
2.44 0.00 0.49
0
1
-1130
1.95 0.00 2.91
0
1
-1129
1.95 0.00 2.43
0
1
-1128
1.95 0.00 1.94
1.95 0.00 1.46
0
1
-1126
1.95 0.00 0.97
0
1
-1125
1.95 0.00 0.49
0
1
-1124
1.47 0.00 2.91
1.47 0.00 2.43
0
1
-1122
1.47 0.00 1.94
0
1
-1121
1.47 0.00 1.46
0
1
-1120
1.47 0.00 0.97
1.47 0.00 0.49
0
1
-1118
0.98 0.00 2.91
0
1
-1117
0.98 0.00 2.43
0
1
-1116
0.98 0.00 1.94
0.98 0.00 1.46
0
1
-1114
0.98 0.00 0.97
0
1
-1113
0.98 0.00 0.49
0
1
-1112
0.49 0.00 2.91
0.49 0.00 2.43
0
1
-1110
0.49 0.00 1.94
0
1
-1109
0.49 0.00 1.46
0
1
-1108
0.49 0.00 0.97
0.49 0.00 0.49
0
1
-1106
0.00 0.00 2.91
0
1
-1105
0.00 0.00 2.43
0
1
-1104
0.00 0.00 1.94
0.00 0.00 1.46
0
1
-1102
0.00 0.00 0.97
0
1
-1101
0.00 0.00 0.49
0
1
-1100
3.91 0.00 0.00
3.42 0.00 0.00
0
9
-1098
2.93 0.00 0.00
0
9
-1097
2.44 0.00 0.00
0
9
-1096
1.95 0.00 0.00
1.47 0.00 0.00
0
9
-1094
0.98 0.00 0.00
0
9
-1093
0.49 0.00 0.00
0
9
-1092
3.91 0.00 5.73
3.91 0.00 5.27
0
1
-1090
3.91 0.00 4.80
0
1
-1089
3.91 0.00 4.33
0
1
-1088
3.91 0.00 3.87
3.42 0.00 5.73
0
1
-1086
3.42 0.00 5.27
0
1
-1085
3.42 0.00 4.80
0
1
-1084
3.42 0.00 4.33
3.42 0.00 3.87
0
1
-1082
2.93 0.00 5.73
0
1
-1081
2.93 0.00 5.27
0
1
-1080
2.93 0.00 4.80
2.93 0.00 4.33
0
1
-1078
2.93 0.00 3.87
0
1
-1077
2.44 0.00 5.73
0
1
-1076
2.44 0.00 5.27
2.44 0.00 4.80
0
1
-1074
2.44 0.00 4.33
0
1
-1073
2.44 0.00 3.87
0
1
-1072
1.95 0.00 5.73
1.95 0.00 5.27
0
1
-1070
1.95 0.00 4.80
0
1
-1069
1.95 0.00 4.33
0
1
-1068
1.95 0.00 3.87
1.47 0.00 5.73
0
1
-1066
1.47 0.00 5.27
0
1
-1065
1.47 0.00 4.80
0
1
-1064
1.47 0.00 4.33
1.47 0.00 3.87
0.98 0.00 4.33
0
0
1
1
-1062
-1058
0.98 0.00 5.73
0.98 0.00 3.87
0
0
1
1
-1061
-1057
0.98 0.00 5.27
0.49 0.00 5.73
0
0
1
1
-1060
-1056
0.98 0.00 4.80
0.49 0.00 5.27
0.49 0.00 4.80
0
1
-1054
0.49 0.00 4.33
0
1
-1053
0.49 0.00 3.87
0
1
-1052
0.00 0.00 5.73
0.00 0.00 5.27
0
1
-1050
0.00 0.00 4.80
0
1
-1049
0.00 0.00 4.33
0
1
-1048
0.00 0.00 3.87
3.91 0.00 6.20
1
1
-1046
3.91 0.00 3.40
0
1
-1045
3.42 0.00 6.20
1
1
-1044
3.42 0.00 3.40
2.93 0.00 6.20
1
1
-1042
2.93 0.00 3.40
0
1
-1041
2.44 0.00 6.20
1
1
-1040
2.44 0.00 3.40
1.95 0.00 6.20
1
1
-1038
1.95 0.00 3.40
0
1
-1037
1.47 0.00 6.20
1
1
-1036
1.47 0.00 3.40
0.98 0.00 6.20
1
1
-1034
0.98 0.00 3.40
0
1
-1033
0.49 0.00 6.20
1
1
-1032
0.49 0.00 3.40
5.50 0.00 2.91
0
1
-1030
5.50 0.00 2.43
0
1
-1029
5.50 0.00 1.94
0
1
-1028
5.50 0.00 1.46
5.50 0.00 0.97
0
1
-1026
5.50 0.00 0.49
0
1
-1025
4.95 0.00 2.91
0
1
-1024
4.95 0.00 2.43
4.95 0.00 1.94
0
1
-1022
4.95 0.00 1.46
0
1
-1021
4.95 0.00 0.97
0
1
-1020
4.95 0.00 0.49
4.40 0.00 2.91
0
1
-1018
6.05 0.00 2.91
0
1
-1017
4.40 0.00 2.43
0
1
-1016
6.05 0.00 2.43
4.40 0.00 1.94
0
1
-1014
6.05 0.00 1.94
0
1
-1013
4.40 0.00 1.46
0
1
-1012
6.05 0.00 1.46
4.40 0.00 0.97
0
1
-1010
6.05 0.00 0.97
0
1
-1009
4.40 0.00 0.49
0
1
-1008
6.05 0.00 0.49
5.50 0.00 0.00
0
9
-1006
4.95 0.00 0.00
0
9
-1005
5.50 0.00 5.73
0
1
-1004
5.50 0.00 5.27
0
1
-995
1
-991
0 1
-987
0 1
-983
0 3
-979
1 1
-975
1 1
-971
1 1
-967
0 3
-963
0 1
-959
0 1
-955
0 3
-951
0 3
-947
0 3
-943
1 1
-939
0 1
-935
0 1
-929
0 1
-925
0 1
-921
0 1
-917
0 9
-913
0 1
-909
0 1
-905
0 1
-901
0 1
1
0 9
7
1 1
107
4.40 0.00 5.73
0
1
-994
6.05 0.00 5.73
0
1
-993
4.40 0.00 5.27
0
1
-992
6.05 0.00 5.27
4.40 0.00 4.80
0
1
-990
6.05 0.00 4.80
0
1
-989
4.40 0.00 4.33
0
1
-988
6.05 0.00 4.33
5.50 0.00 3.40
0
4.40 0.00 3.87
0
1
-986
6.05 0.00 3.87
0
1
-985
5.50 0.00 6.20
1
1
-984
4.95 0.00 6.20
1
1
-982
4.95 0.00 3.40
0
1
-981 11.75 7.90 6.20
1
1
-980 11.75 7.90 3.40
11.30 0.85 6.20
1
1
-978 12.35 0.85 6.20
1
1
-977 11.30 1.45 6.20
1
1
-976 12.35 1.45 6.20
11.75 1.45 6.20
1
1
-974 11.75 6.85 6.20
1
1
-973 11.75 5.75 6.20
1
1
-972 11.75 5.55 6.20
11.75 4.35 6.20
1
1
-970 11.75 4.15 6.20
1
1
-969 11.75 2.95 6.20
1
1
-968 11.75 2.75 6.20
13.35 2.75 6.20
1
1
-966 13.35 2.75 3.40
0
3
-965 13.35 4.15 6.20
1
1
-964 13.35 4.15 3.40
13.35 5.55 6.20
1
1
-962 13.35 5.55 3.40
0
3
-961
9.90 2.75 6.20
1
1
-960
9.90 2.75 3.40
9.90 4.15 6.20
1
1
-958
0
1
-957
9.90 5.55 6.20
1
1
-956
9.90 5.55 3.40
9.90 4.15 3.40
13.35 1.45 6.20
1
1
-954 13.35 1.45 3.40
0
3
-953 13.35 0.85 6.20
1
1
-952 13.35 0.85 3.40
13.35 4.35 6.20
1
1
-950 13.35 4.35 3.40
0
3
-949 13.35 2.95 6.20
1
1
-948 13.35 2.95 3.40
13.35 6.85 6.20
1
1
-946 13.35 6.85 3.40
0
3
-945 13.35 5.75 6.20
1
1
-944 13.35 5.75 3.40
6.05 1.70 6.20
1
1
-942
8.35 1.70 6.20
1
1
-941
6.05 2.15 6.20
1
1
-940
4.40 2.15 6.20
6.05 5.95 6.20
1
1
-938
4.40 5.95 6.20
1
1
-937
0.00 5.95 6.20
1
1
-936
0.00 5.95 3.40
9.90 6.85 6.20
1
1
-934
9.90 6.85 3.40
0
1
-933
9.90 5.75 6.20
1
1
-932
9.90 5.75 3.40
9.90 4.35 6.20
1
1
-928
9.90 4.35 3.40
0
1
-927
9.90 2.95 6.20
1
1
-926
9.90 2.95 3.40
9.90 1.45 6.20
1
1
-924
9.90 1.45 3.40
0
1
-923
9.90 0.85 6.20
1
1
-922
9.90 0.80 3.40
8.35 7.90 0.00
0
9
-920
8.35 0.00 0.00
0
9
-919
8.35 0.00 6.20
1
1
-918
8.35 0.00 3.40
8.35 7.90 6.20
1
1
-916
8.35 7.90 3.40
0
1
-915
4.40 7.90 0.00
0
9
-914
4.40 0.00 0.00
4.40 7.90 6.20
1
1
-912
4.40 7.90 3.40
0
1
-911
4.40 0.00 6.20
1
1
-910
4.40 0.00 3.40
6.05 7.90 3.40
0
1
-908
6.05 7.90 6.20
1
1
-907
6.05 7.90 0.00
0
9
-906
6.05 0.00 3.40
6.05 0.00 6.20
1
1
-904
6.05 0.00 0.00
0
9
-903
0.00 0.00 3.40
0
1
-902
0.00 7.90 3.40
13.35 7.90 3.40
0
3
-900 13.35 0.00 3.40
0
3
-2
9.90 0.00 3.40
0
1
-1
9.90 7.90 3.40
13.35 7.90 6.20
1
1
2 13.35 0.00 6.20
1
1
5
0.00 7.90 0.00
0
9
6
9.90 7.90 0.00
0.00 0.00 0.00
0
9
8
9.90 0.00 0.00
0
9
105
0.00 7.90 6.20
1
1
106
9.90 7.90 6.20
0.00 0.00 6.20
1
1
108
9.90 0.00 6.20
1
1
ELENCO MATERIALI
Simbologia
Mat.
Comm.
P
E
G
=
=
=
=
=
=
=
Numero del materiale
Commento
Peso specifico
Modulo elastico
Modulo elastico tangenziale
Coeff. di Poisson
Coeff. di dilatazione termica
Mat.
Comm.
P
E
G
<kg/mc> <kg/cmq>
<kg/cmq>
----------------------------------------------------------------1 CALCESTRUZZO 300 2500.00 300000.00 130000.00 0.10 1.00E-005
2 ACCIAIO
7850.00 2100000.00 800000.00 0.30 1.00E-005
ELENCO SEZIONI ASTE
Simbologia
5.50 0.00 4.80
0
1
-1002
5.50 0.00 4.33
0
1
-1001
5.50 0.00 3.87
0
1
-1000
4.95 0.00 5.73
4.95 0.00 5.27
0
1
-998
4.95 0.00 4.80
0
1
-997
4.95 0.00 4.33
0
1
-996
4.95 0.00 3.87
11
Sez. = Numero della sezione
Comm. = Commento
Tipo = Tipologia
2C
= Doppia C lato labbri
2Cdx = Doppia C lato costola
2I
= Doppia I
12
Me
Ver.
B
H
Ma
C
Ccol
Sez.
=
=
=
=
=
=
=
2L
= Doppia L lato labbri
2Ldx = Doppia L lato costole
C
= C
Cdx
= C destra
Cir. = Circolare
Cir.c = Circolare cava
I
= I
L
= L
Ldx
= L destra
Om.
= Omega
Pg
= Pi greco
Pr
= Poligono regolare
Prc
= Poligono regolare cavo
Pc
= Per coordinate
Ia
= Inerzie assegnate
R
= Rettangolare
Rc
= Rettangolare cava
T
= T
U
= U
Ur
= U rovescia
V
= V
Vr
= V rovescia
Z
= Z
Zdx
= Z destra
Ts
= T stondata
Ls
= L stondata
Cs
= C stondata
Is
= I stondata
Dis. = Disegnata
Membratura
G = Generica
T = Trave
P = Pilastro
Verifica prevista
N = Nessuna
C = Cemento armato
A = Acciaio
L = Legno
Base
Altezza
Numero del materiale
Numero del criterio di progetto
Numero del criterio di progetto collegamento
Comm.
Tipo Me Ver.
B
H
Ma C Ccol
<cm> <cm>
-----------------------------------------------141 Tr 60x90 R
T C
60.00 90.00 1 1
143 Tr 60x30 R
T C
60.00 30.00 1 2
Sez.
Simbologia
Asta
N1
N2
Sez.
Va
Par.
Rot.
FF
Dy1
Dy2
Dz1
Dz2
Asta
Dz2
N1
N2
Sez. Va Par.
Rot.
Comm.
FF
Dy1
Dy2
Dz1
Dz2
Tipo Me Ver.
B
H
Ma C Ccol
<cm> <cm>
-----------------------------------------------142 Tr 40x30 R
T C
40.00 30.00 1 2
144 Tr 20x30 R
T C
20.00 30.00 1 2
Va
= Numero del vincolo asta
Comm. = Commento
Tipo = Tipologia
SVI
= Definizione di vincolamenti interni
ELA
= Vincolo su suolo elastico alla Winkler
BIE-RTC = Biella resistente a trazione e a compressione
BIE-RC = Biella resistente solo a compressione
BIE-RT = Biella resistente solo a trazione
Ni
= Sforzo normale nodo iniziale (0=sbloccato, 1=bloccato)
Tyi
= Taglio in dir. Y locale nodo iniziale (0=sbloccato, 1=bloccato)
Tzi
= Taglio in dir. Z locale nodo iniziale (0=sbloccato, 1=bloccato)
Mxi
= Momento intorno all'asse X locale nodo iniziale (0=sbloccato, 1=bloccato)
Myi
= Momento intorno all'asse Y locale nodo iniziale (0=sbloccato, 1=bloccato)
Mzi
= Momento intorno all'asse Z locale nodo iniziale (0=sbloccato, 1=bloccato)
Nf
= Sforzo normale nodo finale (0=sbloccato, 1=bloccato)
Tyf
= Taglio in dir. Y locale nodo finale (0=sbloccato, 1=bloccato)
Tzf
= Taglio in dir. Z locale nodo finale (0=sbloccato, 1=bloccato)
Mxf
= Momento intorno all'asse X locale nodo finale (0=sbloccato, 1=bloccato)
Myf
= Momento intorno all'asse Y locale nodo finale (0=sbloccato, 1=bloccato)
Mzf
= Momento intorno all'asse Z locale nodo finale (0=sbloccato, 1=bloccato)
Kt
= Coeff. di sottofondo su suolo elastico alla Winkler
Tipo Ni Tyi Tzi Mxi Myi Mzi Nf Tyf Tzf Mxf Myf Mzf
Kt
<kg/cmc>
---------------------------------------------------------------------1 INC-INC SVI
1
1
1
1
1
1 1
1
1
1
1
1
ELENCO ASTE
13
Asta
N1
N2
Sez. Va Par.
<cm> <cm> <cm> <cm>
<cm>
------------------------------------------------------------0
7 -1093
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1093 -1094
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1094 -1095
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1095 -1096
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1096 -1097
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1097 -1098
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1098 -1099
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1099 -1100
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1100 -914
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -914 -1006
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1399 -1400
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1400 -1401
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1401 -1402
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0
107 -1309
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1035 -1037
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1313 -1315
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1033 -1035
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1037 -1039
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1043 -1045
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1323 -1325
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1185 -1187
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -920 -1155
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1045 -1047
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1786 -1787
1
0.00 33 0.00 0.00 0.00 0.00
0.00
0 -1047 -911
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1402 -1404
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0
5 -1784
1
0.00 33 0.00 0.00 0.00 0.00
0.00
0 -1315 -1317
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1329 -937
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -919 -1244
1
0.00 11 0.00 0.00 0.00 0.00
0.00
0 -1317 -1319
1
0.00 11 0.00 0.00 0.00 0.00
0.00
Simbologia
Comm.
Numero dell'asta
Nodo iniziale
Nodo finale
Numero della sezione
Numero del vincolo asta
Numero dei parametri aggiuntivi
Rotazione
Filo fisso
Scost. filo fisso Y1
Scost. filo fisso Y2
Scost. filo fisso Z1
Scost. filo fisso Z2
<grad>
ELENCO VINCOLI ASTE
Va
=
=
=
=
=
=
=
=
=
=
=
=
Rot.
<grad>
FF
Dy1
Dy2
Dz1
<cm> <cm> <cm>
-------------------------------------------------------0
7 -1390
1
0.00 11 0.00 0.00 0.00
0 -1390 -1391
1
0.00 11 0.00 0.00 0.00
0 -1391 -1392
1
0.00 11 0.00 0.00 0.00
0 -1392 -1393
1
0.00 11 0.00 0.00 0.00
0 -1393 -1394
1
0.00 11 0.00 0.00 0.00
0 -1394 -1395
1
0.00 11 0.00 0.00 0.00
0 -1395 -1396
1
0.00 11 0.00 0.00 0.00
0 -1396 -1397
1
0.00 11 0.00 0.00 0.00
0 -1397 -1398
1
0.00 11 0.00 0.00 0.00
0 -1398 -1399
1
0.00 11 0.00 0.00 0.00
0 -1006 -1007
1
0.00 11 0.00 0.00 0.00
0 -1007
-904
1
0.00 11 0.00 0.00 0.00
107 -1033
1
0.00 11 0.00 0.00 0.00
0 -1309 -1311
1
0.00 11 0.00 0.00 0.00
0 -1311 -1313
1
0.00 11 0.00 0.00 0.00
0
-904 -1183
1
0.00 11 0.00 0.00 0.00
0 -1187 -1189
1
0.00 11 0.00 0.00 0.00
0 -1189
-920
1
0.00 11 0.00 0.00 0.00
0 -1404 -1406
1
0.00 11 0.00 0.00 0.00
0 -1183 -1185
1
0.00 11 0.00 0.00 0.00
0 -1039 -1041
1
0.00 11 0.00 0.00 0.00
0 -1041 -1043
1
0.00 11 0.00 0.00 0.00
0 -1784 -1785
1
0.00 33 0.00 0.00 0.00
0 -1939 -1940
1
0.00 11 0.00 0.00 0.00
0
-985
1
0.00 11 0.00 0.00 0.00
0 -1215 -1216
1
0.00 11 0.00 0.00 0.00
0 -1790 -1791
1
0.00 33 0.00 0.00 0.00
0 -1321 -1323
1
0.00 11 0.00 0.00 0.00
0 -1216 -1217
1
0.00 11 0.00 0.00 0.00
0 -1788 -1789
1
0.00 33 0.00 0.00 0.00
0 -1325 -1327
1
0.00 11 0.00 0.00 0.00
0
-983
14
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
-1327 -1329
1
0.00 11 0.00 0.00 0.00 0.00
0
-937 -1504
1
0.00 11 0.00 0.00 0.00
-1530 -1532
1
0.00 33 0.00 0.00 0.00 0.00
0 -1155 -1157
1
0.00 11 0.00 0.00 0.00
-1157
8
-905 -1215
-2 -1913
-1785 -1786
-1787 -1788
-1528 -1530
-1534 -1536
1
1
1
1
1
1
1
0.00 11 0.00 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00 0.00
0
-911
-983
0 -1504 -1505
0 -1217 -1218
0 -1244 -1245
0 -1319 -1321
0 -1532 -1534
0 -1934 -1935
1
1
1
1
1
1
1
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
-1935 -1936
1
0.00 11 0.00 0.00 0.00 0.00
0 -1936 -1937
1
0.00 11 0.00 0.00 0.00
-1937 -1938
1
0.00 11 0.00 0.00 0.00 0.00
0 -1938 -1939
1
0.00 11 0.00 0.00 0.00
-2 -1261
-924 -1920
105 -1528
-1940 -1941
-1922
-960
-1789 -1790
-1265 -1267
-1764 -1765
-1943 -1944
-985
-905
1
1
1
1
1
1
1
1
1
1
0.00 11 0.00 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00 0.00
0 -1261 -1263
0
-915 -1764
0 -1267 -1269
0
-922
0 -1914
-924
-923
0 -1263 -1265
0 -1269 -1271
0 -1941 -1942
0 -1944 -1945
0 -1218
-919
1
1
1
1
1
1
1
1
1
1
0.00 11 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
-1245
108
1
0.00 11 0.00 0.00 0.00 0.00
0
108 -1262
1
0.00 11 0.00 0.00 0.00
-923
-925
1
0.00 11 0.00 0.00 0.00 0.00
0
-925 -1921
1
0.00 11 0.00 0.00 0.00
-1791
-915
1
0.00 33 0.00 0.00 0.00 0.00
0 -1506
105
1
0.00 11 0.00 0.00 0.00
8 -1934
1
0.00 11 0.00 0.00 0.00 0.00
0 -1913
-922
1
0.00 11 0.00 0.00 0.00
-1920 -1922
1
0.00 11 0.00 0.00 0.00 0.00
0 -1262 -1264
1
0.00 11 0.00 0.00 0.00
-960
-926
1
0.00 11 0.00 0.00 0.00 0.00
0
108 -1914
1
0.00 11 0.00 0.00 0.00
-1271
-900
1
0.00 11 0.00 0.00 0.00 0.00
0 -1732 -1733
1
0.00 33 0.00 0.00 0.00
-1536 -1538
-900 -2133
-1765
-907
-1942 -1943
-907 -1730
1
1
1
1
1
0.00 33 0.00 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00 0.00
0 -1538 -1540
0
2 -2134
0 -1505 -1506
0 -1886
0
-952
-958
-954
1
1
1
1
1
0.00 33 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
-1730 -1731
1
0.00 33 0.00 0.00 0.00 0.00
0 -1705
6
1
0.00 33 0.00 0.00 0.00
-1540 -1542
1
0.00 33 0.00 0.00 0.00 0.00
0 -1945 -1946
1
0.00 11 0.00 0.00 0.00
-1947 -1948
1
0.00 11 0.00 0.00 0.00 0.00
0 -1949
6
1
0.00 11 0.00 0.00 0.00
-1921 -1923
1
0.00 11 0.00 0.00 0.00 0.00
0 -1542
-913
1
0.00 33 0.00 0.00 0.00
-926 -1886
1
0.00 11 0.00 0.00 0.00 0.00
0 -1923
-961
1
0.00 11 0.00 0.00 0.00
-913 -1589
-2111
-966
1
1
0.00 33 0.00 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00 0.00
0 -1589 -1591
0 -1264 -1266
1
1
0.00 33 0.00 0.00 0.00
0.00 11 0.00 0.00 0.00
-1266 -1268
1
0.00 11 0.00 0.00 0.00 0.00
0 -1704 -1705
1
0.00 33 0.00 0.00 0.00
-1591
1
0.00 33 0.00 0.00 0.00 0.00
0 -1887
1
0.00 11 0.00 0.00 0.00
-908
-959
15
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
0
0.00
101
0.00
101
0.00
-2133
-952
1
0.00 11 0.00 0.00 0.00 0.00
0 -1272
2
1
0.00 11 0.00 0.00 0.00
-1946 -1947
1
0.00 11 0.00 0.00 0.00 0.00
0
-928 -1864
1
0.00 11 0.00 0.00 0.00
-927 -1887
1
0.00 11 0.00 0.00 0.00 0.00
0
-954 -2109
1
0.00 11 0.00 0.00 0.00
-1268 -1270
1
0.00 11 0.00 0.00 0.00 0.00
0 -1270 -1272
1
0.00 11 0.00 0.00 0.00
-2134
-953
1
0.00 11 0.00 0.00 0.00 0.00
0 -1948 -1949
1
0.00 11 0.00 0.00 0.00
-958
-928
1
0.00 11 0.00 0.00 0.00 0.00
0 -1731 -1732
1
0.00 33 0.00 0.00 0.00
-1733
-921
1
0.00 33 0.00 0.00 0.00 0.00
0
-921 -1704
1
0.00 33 0.00 0.00 0.00
-959
-929
1
0.00 11 0.00 0.00 0.00 0.00
0
-908 -1608
1
0.00 33 0.00 0.00 0.00
-953
-955
1
0.00 11 0.00 0.00 0.00 0.00
0 -1864
-956
1
0.00 11 0.00 0.00 0.00
-961
-927
1
0.00 11 0.00 0.00 0.00 0.00
0
-956
-932
1
0.00 11 0.00 0.00 0.00
-932 -1852
1
0.00 11 0.00 0.00 0.00 0.00
0 -1852
-934
1
0.00 11 0.00 0.00 0.00
-934 -1840
1
0.00 11 0.00 0.00 0.00 0.00
0
-929 -1865
1
0.00 11 0.00 0.00 0.00
-1608 -1610
1
0.00 33 0.00 0.00 0.00 0.00
0 -2092
-964
1
0.00 11 0.00 0.00 0.00
-955 -2110
1
0.00 11 0.00 0.00 0.00 0.00
0 -1610 -1612
1
0.00 33 0.00 0.00 0.00
-1612 -1614
1
0.00 33 0.00 0.00 0.00 0.00
0 -2093
-965
1
0.00 11 0.00 0.00 0.00
-1 -1659
1
0.00 33 0.00 0.00 0.00 0.00
0 -1659 -1661
1
0.00 33 0.00 0.00 0.00
-1661 -1663
1
0.00 33 0.00 0.00 0.00 0.00
0 -1865
-957
1
0.00 11 0.00 0.00 0.00
-2109 -2111
1
0.00 11 0.00 0.00 0.00 0.00
0 -2110 -2112
1
0.00 11 0.00 0.00 0.00
-2112
-967
1
0.00 11 0.00 0.00 0.00 0.00
0 -1663
-980
1
0.00 33 0.00 0.00 0.00
-933 -1853
1
0.00 11 0.00 0.00 0.00 0.00
0
-966
-948
1
0.00 11 0.00 0.00 0.00
-949 -2093
1
0.00 11 0.00 0.00 0.00 0.00
0 -1840
-1
1
0.00 11 0.00 0.00 0.00
-935 -1841
1
0.00 11 0.00 0.00 0.00 0.00
0 -1641 -1643
1
0.00 33 0.00 0.00 0.00
-964
-950
1
0.00 11 0.00 0.00 0.00 0.00
0 -1685 -1687
1
0.00 33 0.00 0.00 0.00
-957
-933
1
0.00 11 0.00 0.00 0.00 0.00
0 -1614
-917
1
0.00 33 0.00 0.00 0.00
-950 -2075
1
0.00 11 0.00 0.00 0.00 0.00
0
-967
-949
1
0.00 11 0.00 0.00 0.00
-935
1
0.00 11 0.00 0.00 0.00 0.00
0
-917 -1641
1
0.00 33 0.00 0.00 0.00
-948 -2092
-1853
1
0.00 11 0.00 0.00 0.00 0.00
0 -1841
106
1
0.00 11 0.00 0.00 0.00
106
1
0.00 33 0.00 0.00 0.00 0.00
0
-962
-944
1
0.00 11 0.00 0.00 0.00
-944 -2058
1
0.00 11 0.00 0.00 0.00 0.00
0
-965
-951
1
0.00 11 0.00 0.00 0.00
-951 -2076
1
0.00 11 0.00 0.00 0.00 0.00
0
106 -1660
1
0.00 33 0.00 0.00 0.00
0.00 33 0.00 0.00 0.00
-1643
-2075
-962
1
0.00 11 0.00 0.00 0.00 0.00
0
-980 -1685
1
-2058
-946
1
0.00 11 0.00 0.00 0.00 0.00
0
-946 -2046
1
0.00 11 0.00 0.00 0.00
-1687
-901
1
0.00 33 0.00 0.00 0.00 0.00
0 -2046
-901
1
0.00 11 0.00 0.00 0.00
-1660 -1662
1
0.00 33 0.00 0.00 0.00 0.00
0 -2076
-963
1
0.00 11 0.00 0.00 0.00
-1662 -1664
1
0.00 33 0.00 0.00 0.00 0.00
0
-963
-945
1
0.00 11 0.00 0.00 0.00
-945 -2059
1
0.00 11 0.00 0.00 0.00 0.00
0 -1664
-981
1
0.00 33 0.00 0.00 0.00
-947
1
0.00 11 0.00 0.00 0.00
-947 -2047
1
0.00 11 0.00 0.00 0.00
1
0.00 11 0.00 0.00 0.00
-981 -1686
1
0.00 33 0.00 0.00 0.00 0.00
0 -2059
-1686 -1688
1
0.00 33 0.00 0.00 0.00 0.00
0
-1688
1
1
0.00 33 0.00 0.00 0.00 0.00
0 -2047
-911
-940
143
1
0.00 11 0.00 0.00 0.00 0.00
101
-940
-938
143
1
0.00 11 0.00 0.00 0.00
-938
-913
143
1
0.00 11 0.00 0.00 0.00 0.00
102
-905
-943
141
1
0.00 11 0.00 0.00 0.00
1
16
102
0.00
102
0.00
103
0.00
105
0.00
107
0.00
107
0.00
108
0.00
108
0.00
109
0.00
110
0.00
111
0.00
112
0.00
113
0.00
114
0.00
115
0.00
117
0.00
119
0.00
121
0.00
-943
-941
141
1
0.00 11 0.00 0.00 0.00 0.00
102
-941
-939
141
1
0.00 11 0.00 0.00 0.00
-939
-908
141
1
0.00 11 0.00 0.00 0.00 0.00
103
-919
-942
143
1
0.00 11 0.00 0.00 0.00
-942
-917
143
1
0.00 11 0.00 0.00 0.00 0.00
104
-943
-942
143
1
0.00 33 0.00 0.00 0.00
-940
-941
142
1
0.00 11 0.00 0.00 0.00 0.00
106
-938
-939
142
1
0.00 11 0.00 0.00 0.00
-923
-979
142
1
0.00 33 0.00 0.00 0.00 0.00
107
-979
-978
142
1
0.00 33 0.00 0.00 0.00
-978
-953
142
1
0.00 33 0.00 0.00 0.00 0.00
108
-925
-977
144
1
0.00 11 0.00 0.00 0.00
-977
-975
144
1
0.00 11 0.00 0.00 0.00 0.00
108
-975
-976
144
1
0.00 11 0.00 0.00 0.00
-976
-955
144
1
0.00 11 0.00 0.00 0.00 0.00
109
-961
-968
144
1
0.00 22 0.00 0.00 0.00
-968
-967
144
1
0.00 22 0.00 0.00 0.00 0.00
110
-927
-969
144
1
0.00 22 0.00 0.00 0.00
-969
-949
144
1
0.00 22 0.00 0.00 0.00 0.00
111
-959
-970
144
1
0.00 22 0.00 0.00 0.00
-970
-965
144
1
0.00 22 0.00 0.00 0.00 0.00
112
-929
-971
144
1
0.00 22 0.00 0.00 0.00
-971
-951
144
1
0.00 22 0.00 0.00 0.00 0.00
113
-957
-972
144
1
0.00 22 0.00 0.00 0.00
-972
-963
144
1
0.00 22 0.00 0.00 0.00 0.00
114
-933
-973
144
1
0.00 22 0.00 0.00 0.00
-973
-945
144
1
0.00 22 0.00 0.00 0.00 0.00
115
-935
-974
144
1
0.00 11 0.00 0.00 0.00
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144
1
0.00 11 0.00 0.00 0.00 0.00
116
-979
-977
144
1
0.00 11 0.00 0.00 0.00
-978
-976
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1
0.00 11 0.00 0.00 0.00 0.00
118
-975
-968
142
1
0.00 22 0.00 0.00 0.00
-969
-970
142
1
0.00 22 0.00 0.00 0.00 0.00
120
-971
-972
142
1
0.00 22 0.00 0.00 0.00
-973
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1
0.00 22 0.00 0.00 0.00 0.00
121
-974
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0.00 22 0.00 0.00 0.00
ELENCO TIPI ELEMENTI BIDIMENSIONALI
Simbologia
Tb
Comm.
Tipo
= Numero del tipo muro/elemento bidimensionale
= Commento
= Tipologia
F
= Flessionale
M
= Membranale
W-RC = Winkler resistente solo a compressione
W-RTC = Winkler resistente a trazione e a compressione
Uso
= Utilizzo
G = Generico
P = Parete
S = Soletta/Platea
N = Nucleo
M = Muratura
L = Pilastro
Mat.
= Numero del materiale
Crit. = Numero del criterio di progetto
Spess. = Spessore
Kt
= Coeff. di sottofondo su suolo elastico alla Winkler
Tb
Comm.
Tipo Uso Mat. Crit. Spess.
Kt
<cm> <kg/cmc>
------------------------------------------------------5 Platea 80 cm
W-RTC S
1
1 80.00
2.00
8 Parete sp 40 cm F
P
1
9 40.00
Tb
Comm.
Tipo Uso Mat. Crit. Spess.
Kt
<cm> <kg/cmc>
------------------------------------------------------6 Diaframma 80 cm F
P
1
8 80.00
9 Platea sp 40 cm W-RTC S
1
1 40.00
2.00
ELENCO ELEMENTI BIDIMENSIONALI
Simbologia
Bid.
Tb
N1
N2
N3
N4
FF
Dy1
Dy2
=
=
=
=
=
=
=
=
=
Bid. Tb
Numero del muro/elemento bidimensionale
Numero del tipo muro/elemento bidimensionale
Nodo 1
Nodo 2
Nodo 3
Nodo 4
Filo fisso
Scost. filo fisso Y1
Scost. filo fisso Y2
N1
N2
N3
N4 FF Dy1 Dy2
<cm> <cm>
--------------------------------------------
Bid. Tb
N1
N2
N3
N4 FF Dy1 Dy2
<cm> <cm>
--------------------------------------------
17
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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0
0
0
0
0
0
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0
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0
0
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
-1945
-2014
-2012
-2010
-2009
-2007
-2005
-1943
-2002
-2000
-1998
-1997
-1382
-1380
-1379
-1377
-1375
-1374
-1372
-1370
-1369
-1367
-1365
-1364
-1362
-1360
-1359
-1357
-1355
-1354
-1352
-1350
-1349
-1347
-1345
-1344
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-1337
-1335
-1052
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-1306
-1304
-1271
-1301
-1299
-1269
-1296
-1294
-1267
-1291
-1289
-1265
-1286
-1284
-1263
-1281
-1279
-1261
-1249
-1247
-1260
-1258
-1256
-1255
-1253
-1251
-1223
-1221
-1219
-1242
-1240
-1190
-1237
-1235
-1188
-1232
-1230
-1186
-1227
-1946
-2020
-2018
-2016
-2015
-2013
-2011
-1944
-2008
-2006
-2004
-2003
-1387
-1385
-1384
-1382
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-1375
-1374
-1372
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-1274
-900
-1306
-1304
-1271
-1301
-1299
-1269
-1296
-1294
-1267
-1291
-1289
-1265
-1286
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-1279
-1250
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-1246
-1260
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-1256
-1255
-1253
-1251
-1222
-1220
-918
-1242
-1240
-1190
-1237
-1235
-1188
-1232
-2022
-2021
-2019
-2017
-1864
-2014
-2012
-2010
-2009
-2007
-2005
-958
-1388
-1386
-1327
-1383
-1381
-1325
-1378
-1376
-1323
-1373
-1371
-1321
-1368
-1366
-1319
-1363
-1361
-1317
-1358
-1356
-1315
-1353
-1351
-1313
-1348
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-1311
-1343
-1341
-1309
-1338
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-1277
-1275
-1273
-1307
-1305
-1303
-1302
-1300
-1298
-1297
-1295
-1293
-1292
-1290
-1288
-1287
-1285
-1283
-1282
-1280
108
-1249
-1247
-1245
-1259
-1257
-1244
-1254
-1252
-1223
-1221
-1219
-1243
-1241
-1239
-1238
-1236
-1234
-1233
-2016
-2015
-2013
-2011
-928
-2008
-2006
-2004
-2003
-2001
-1999
-1886
-1383
-1381
-1325
-1378
-1376
-1323
-1373
-1371
-1321
-1368
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-1319
-1363
-1361
-1317
-1358
-1356
-1315
-1353
-1351
-1313
-1348
-1346
-1311
-1343
-1341
-1309
-1338
-1336
107
-1051
-1049
-1307
-1305
-1303
-1302
-1300
-1298
-1297
-1295
-1293
-1292
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-1288
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-1283
-1282
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-1250
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-1259
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-1254
-1252
-919
-1222
-1220
-1243
-1241
-1239
-1238
-1236
-1234
-1233
-1231
-1229
-1228
11
11
11
11
11
11
11
11
11
11
11
11
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
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0
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0
0
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0
0
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6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
8
8
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8
8
8
8
8
8
8
8
8
8
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8
8
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
-2015
-2013
-2011
-1944
-2008
-2006
-2004
-2003
-2001
-1999
-1942
-1996
-1381
-1326
-1378
-1376
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-2020
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-928
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2
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11
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0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
-2195
-2193
-2191
-2189
-2188
-2186
-2184
-2182
-2180
-2178
-2176
-2174
-920
-2171
-2169
-2167
-2165
-2163
-2161
-2159
-2157
-2156
-2154
-2152
-2150
-2148
-2146
-2144
-2142
-1157
-1948
-1946
-1944
-1942
-1940
-1938
-1936
-1934
-2138
-2136
-2133
-1276
-1274
-2132
-2130
-2128
-2126
-2124
-2111
-2121
-2119
-2109
-2116
-2114
-2108
-2106
-2104
-2102
-2100
-2092
-1969
-1937
-1966
-1964
-1962
-1961
-1959
-1957
-1935
-1954
-1952
-1950
-1169
-1165
-1161
-1933
-1931
-1929
-1928
-1926
-1924
-1911
-1907
-2211
-2209
-2207
-2205
-2204
-2202
-2200
-2198
-2196
-2194
-2192
-2190
-1189
-2187
-2185
-2183
-2181
-2179
-2177
-2175
-2173
-2172
-2170
-2168
-2166
-2164
-2162
-2160
-2158
-1155
-2155
-2153
-2151
-2149
-2147
-2145
-2143
-2141
-2131
-2129
-952
-2138
-2136
-2117
-2115
-2113
-2107
-2105
-966
-2126
-2124
-2111
-2121
-2119
-2098
-2096
-2094
-2090
-2088
-964
-1975
-1938
-1972
-1970
-1968
-1967
-1965
-1963
-1936
-1960
-1958
-1956
-1955
-1953
-1951
-1902
-1900
-1898
-1933
-1931
-1929
-1928
-1926
-2212
-2210
-2208
-2206
-1733
-2203
-2201
-2199
-2197
-2195
-2193
-2191
-2189
-2188
-2186
-2184
-2182
-2180
-2178
-2176
-2174
-1704
-2171
-2169
-2167
-2165
-2163
-2161
-2159
-2157
-2156
-2154
-2152
-2150
-2148
-2146
-2144
-2142
-2132
-2130
-2128
-2139
-2137
-955
-2116
-2114
-2108
-2106
-2104
-2127
-2125
-2123
-2122
-2120
-949
-2097
-2095
-2091
-2089
-2087
-1976
-1974
-1973
-1971
-1969
-924
-1966
-1964
-1962
-1961
-1959
-1957
-1913
-1954
-1952
-961
-1901
-1899
-1923
-1932
-1930
-1921
-1927
-2196
-2194
-2192
-2190
-921
-2187
-2185
-2183
-2181
-2179
-2177
-2175
-2173
-2172
-2170
-2168
-2166
-2164
-2162
-2160
-2158
-1705
-2155
-2153
-2151
-2149
-2147
-2145
-2143
-2141
-1949
-1947
-1945
-1943
-1941
-1939
-1937
-1935
-2139
-2137
-2135
-1277
-1275
-953
-2131
-2129
-2127
-2125
-2123
-2122
-2120
-2118
-2117
-2115
-967
-2107
-2105
-2103
-2101
-2099
-1970
-1968
-1967
-1965
-1963
-922
-1960
-1958
-1956
-1955
-1953
-1951
-2
-1167
-1163
-1923
-1932
-1930
-1921
-1927
-1925
-925
-1909
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
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0.00
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0.00
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0.00
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0.00
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0.00
0.00
0.00
0.00
0.00
0.00
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0.00
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0.00
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0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
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0.00
0.00
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0.00
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0.00
0.00
0.00
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0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
26
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
6
6
6
6
6
6
5
5
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
-1905
-1919
-1917
-1915
-1250
-1248
-1246
-2289
-2287
-2098
-2096
-2094
-2090
-2088
-2086
-2084
-2082
-2081
-2079
-2077
-2073
-2071
-2069
-2067
-2065
-2064
-2062
-2060
-2056
-2054
-2046
-2051
-2049
-2045
-2043
-2041
-1949
-2038
-2036
-2034
-2033
-2031
-2029
-1947
-2026
-2024
-2022
-2021
-2019
-2017
-1925
-1912
-1908
-1904
-1919
-1917
-1915
-2305
-2303
-2103
-2101
-2099
-2080
-2078
-2074
-2072
-2070
-2086
-2084
-2082
-2063
-2061
-2052
-2050
-2048
-2069
-2067
-2065
-1692
-1690
-901
-2056
-2054
-1716
-1712
-1708
6
-2044
-2042
-2040
-2039
-2037
-2035
-1948
-2032
-2030
-2028
-2027
-2025
-2023
-1926
-923
-1910
-1906
-1914
-1918
-1916
-2306
-2304
-2093
-2102
-2100
-2081
-2079
-963
-2073
-2071
-2076
-2085
-2083
-2064
-2062
-947
-2051
-2049
-2059
-2068
-2066
-1693
-1691
-1689
-2057
-2055
-1
-1714
-1710
-1706
-2045
-2043
-2041
-934
-2038
-2036
-2034
-2033
-2031
-2029
-932
-2026
-2024
-1907
-1914
-1918
-1916
108
-1249
-1247
-2290
-2288
-949
-2097
-2095
-2091
-2089
-2076
-2085
-2083
-951
-2080
-2078
-2074
-2072
-2059
-2068
-2066
-945
-2063
-2061
-2057
-2055
-2053
-2052
-2050
-1840
-2044
-2042
-2040
-2039
-2037
-2035
-1852
-2032
-2030
-2028
-2027
-2025
-2023
-956
-2020
-2018
11
11
11
11
11
11
11
33
33
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
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0.00
0.00
0.00
0.00
0.00
0.00
0.00
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0.00
0.00
0.00
0.00
0.00
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0.00
0.00
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0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
6
6
6
6
6
5
5
5
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
-1903
-1918
-1916
-1913
-1249
-1247
-2290
-2288
-2286
-2097
-2095
-2091
-2089
-2087
-2085
-2083
-2075
-2080
-2078
-2074
-2072
-2070
-2068
-2066
-2058
-2063
-2061
-2057
-2055
-2053
-2052
-2050
-2048
-2044
-2042
-2040
-2039
-2037
-2035
-1948
-2032
-2030
-2028
-2027
-2025
-2023
-1946
-2020
-2018
-2016
-1924
-1910
-1906
-922
-1918
-1916
-2306
-2304
-2302
-2102
-2100
-2081
-2079
-2077
-2073
-2071
-962
-2085
-2083
-2064
-2062
-2060
-2051
-2049
-946
-2068
-2066
-1693
-1691
-1689
-2057
-2055
-2053
-1714
-1710
-1706
-2045
-2043
-2041
-1949
-2038
-2036
-2034
-2033
-2031
-2029
-1947
-2026
-2024
-2022
-1925
-1912
-1908
-1904
-1919
-1917
-2307
-2305
-2303
-2103
-2101
-951
-2080
-2078
-2074
-2072
-2070
-2086
-2084
-945
-2063
-2061
-2052
-2050
-2048
-2069
-2067
1
-1692
-1690
-2047
-2056
-2054
-1716
-1712
-1708
-1840
-2044
-2042
-2040
-2039
-2037
-2035
-1852
-2032
-2030
-2028
-2027
-2025
-2023
-1905
-1919
-1917
-1915
-1250
-1248
-2291
-2289
-2287
-2098
-2096
-965
-2090
-2088
-2086
-2084
-2082
-2081
-2079
-963
-2073
-2071
-2069
-2067
-2065
-2064
-2062
-2047
-2056
-2054
-947
-2051
-2049
-2045
-2043
-2041
-934
-2038
-2036
-2034
-2033
-2031
-2029
-932
-2026
-2024
-2022
-2021
-2019
-2017
11
11
11
11
11
11
33
33
33
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Nodi = Nodi del solaio
Nodi
Ord.
<grad>
-----------------------------------------------------------------------------------------------------------------------------------0 12 90.00 -919 -1244 -1245 108 -1914 -923 -925 -1921 -1923 -961 -927 -1887 -959 -929 -1865 -957 933 -1853
-935 -1841 106 -1643 -1641 -917 -942
0 13
0.00 -923 -979 -977 -925
0 13
0.00 108 -1262 -1264 -1266 -1268 -1270 -1272 2 -2134 -953 -978 -979 -923 -1914
0 13
0.00 -975 -976 -955 -2110 -2112 -967 -968
0 13
0.00 -969 -949 -2093 -965 -970
0 13
0.00 -971 -951 -2076 -963 -972
0 13
0.00 -973 -945 -2059 -947 -974
0 13
0.00 -974 -947 -2047 1 -1688 -1686 -981
0 13
0.00 -935 -974 -981 -1664 -1662 -1660 106 -1841
0 13 90.00 -935 -974 -981 -1664 -1662 -1660 106 -1841
0 13 90.00 -974 -947 -2047 1 -1688 -1686 -981
0 13 90.00 -973 -945 -2059 -947 -974
0 13 90.00 -971 -951 -2076 -963 -972
0 13 90.00 -969 -949 -2093 -965 -970
0 13 90.00 -975 -976 -955 -2110 -2112 -967 -968
0 13 90.00 -923 -979 -977 -925
0 13 90.00 108 -1262 -1264 -1266 -1268 -1270 -1272 2 -2134 -953 -978 -979 -923 -1914
0 14 90.00 -978 -953 -955 -976
0 14 90.00 -979 -978 -976 -975 -977
0 14 90.00 -933 -973 -974 -935 -1853
0 14 90.00 -929 -971 -972 -957 -1865
0 14 90.00 -925 -977 -975 -968 -961 -1923 -1921
0 14 90.00 -927 -969 -970 -959 -1887
0 14
0.00 -978 -953 -955 -976
0 14
0.00 -979 -978 -976 -975 -977
0 14
0.00 -925 -977 -975 -968 -961 -1923 -1921
0 14
0.00 -927 -969 -970 -959 -1887
0 14
0.00 -929 -971 -972 -957 -1865
0 14
0.00 -933 -973 -974 -935 -1853
0 14
0.00 -943 -942 -917 -1614 -1612 -1610 -1608 -908 -939 -941
0 14 90.00 -911 -983 -985 -905 -943 -941 -940
0 14 90.00 -938 -939 -908 -1591 -1589 -913
0 14 90.00 -943 -942 -917 -1614 -1612 -1610 -1608 -908 -939 -941
0 12
0.00 -919 -1244 -1245 108 -1914 -923 -925 -1921 -1923 -961 -927 -1887 -959 -929 -1865 -957 933 -1853
-935 -1841 106 -1643 -1641 -917 -942
0 12
0.00 -905 -1215 -1216 -1217 -1218 -919 -942 -943
0 12 90.00 -905 -1215 -1216 -1217 -1218 -919 -942 -943
0 12 90.00 -940 -941 -939 -938
0 12
0.00 -940 -941 -939 -938
0 14
0.00 -911 -983 -985 -905 -943 -941 -940
0 14
0.00 -938 -939 -908 -1591 -1589 -913
0 15 90.00 107 -1033 -1035 -1037 -1039 -1041 -1043 -1045 -1047 -911 -940 -938 -913 -1542 -1540 1538 -1536
-1534 -1532 -1530 -1528 105 -1506 -1505 -1504 -937 -1329 -1327 -1325 -1323 -1321 -1319 1317 -1315
-1313 -1311 -1309
0 16
0.00 107 -1033 -1035 -1037 -1039 -1041 -1043 -1045 -1047 -911 -940 -938 -913 -1542 -1540 1538 -1536
-1534 -1532 -1530 -1528 105 -1506 -1505 -1504 -937 -1329 -1327 -1325 -1323 -1321 -1319 1317 -1315
-1313 -1311 -1309
Sol. Ts
ELENCO TIPI SOLAI
Simbologia
Ts
Comm.
Qp
Qa
Rip. ter.
Rip. int.
s
Hs
Sc
Crit.
=
=
=
=
=
=
=
=
=
=
=
Ts
Numero del tipo solaio
Commento
Carico permanente
Carico accidentale
Ripartizione su aste terminali
Ripartizione su aste interne
Coeff. di riduzione
Coeff.
Altezza solaio
Spessore cappa
Numero del criterio di progetto
CONDIZIONI DI CARICO ELEMENTARI:
Simbologia
CCE
Comm.
s
Mx
My
Mz
Jpx
Jpy
Jpz
Comm.
Qp
Qa
Rip. ter. Rip. int.
s
Hs
Sc Crit.
<kg/mq> <kg/mq>
<cm> <cm>
---------------------------------------------------------------------------------------------12 Soletta copertura
850.00 500.00
50.00
50.00 1.00 1.00 0.00 0.00
1
13 Copertura asportabile
400.00 500.00
50.00
50.00 1.00 1.00 0.00 0.00
1
14 Chiusini in ghisa
100.00 500.00
50.00
50.00 1.00 1.00 0.00 0.00
1
15 Soletta copertura monodirez 1 1500.00 900.00
50.00
50.00 1.00 1.00 0.00 0.00
1
16 Soletta copertura monodirez 2 200.00 100.00
50.00
50.00 1.00 1.00 0.00 0.00
1
=
=
=
=
=
=
=
=
=
Numero della condizione di
Commento
Coeff. di riduzione
Moltiplicatore della massa
Moltiplicatore della massa
Moltiplicatore della massa
Moltiplicatore del momento
Moltiplicatore del momento
Moltiplicatore del momento
carico elementare
in dir. X
in dir. Y
in dir. Z
d'inerzia intorno all'asse X
d'inerzia intorno all'asse Y
d'inerzia intorno all'asse Z
CCE
Comm.
s
Mx
My
Mz
Jpx Jpy Jpz
Jpz
---------------------------------------------------------------1 PP+Perm
1.00 1.00 1.00 0.00 0.00 0.00 1.00
1.00
3 Sottospinta idraulica 1.00 1.00 1.00 0.00 0.00 0.00 1.00
1.00
ELENCO SOLAI
Simbologia
Sol. = Numero del solaio
Ts
= Numero del tipo solaio
Ord. = Orditura
27
CCE
Comm.
s
Mx
My
Mz
Jpx
Jpy
------------------------------------------------------2 Accidentali
1.00 1.00 1.00 0.00 0.00 0.00
4 Carico acqua
1.00 1.00 1.00 0.00 0.00 0.00
28
0 -1664 -981 0
0 -2059 -947 0
0 -947 -2047 0
0 -2047
1 0
101 -911 -940 0
101 -940 -938 0
101 -940 -938 -101 -938 -913 0
102 -905 -943 0
102 -905 -943 -102 -943 -941 0
102 -941 -939 0
102 -941 -939 -102 -939 -908 0
103 -919 -942 0
103 -919 -942 -103 -942 -917 0
104 -943 -942 0
104 -943 -942 -105 -940 -941 0
106 -938 -939 0
106 -938 -939 -107 -923 -979 0
107 -979 -978 0
107 -979 -978 -107 -978 -953 0
108 -925 -977 0
108 -925 -977 -108 -977 -975 0
108 -975 -976 0
108 -975 -976 -108 -976 -955 0
109 -961 -968 0
109 -968 -967 0
110 -927 -969 0
110 -969 -949 0
111 -959 -970 0
111 -970 -965 0
112 -929 -971 0
112 -971 -951 0
113 -957 -972 0
113 -972 -963 0
114 -933 -973 0
114 -973 -945 0
115 -935 -974 0
115 -935 -974 -115 -974 -947 0
116 -979 -977 0
116 -979 -977 -117 -978 -976 0
118 -975 -968 0
118 -975 -968 -119 -969 -970 0
120 -971 -972 0
120 -971 -972 -121 -973 -974 0
121 -974 -981 0
121 -974 -981 --
ELENCO CARICHI ASTE
CONDIZIONE DI CARICO 1: PP+Perm
CARICHI DISTRIBUITI
Simbologia
Asta
N1
N2
S
T
=
=
=
=
=
DC
=
Xi
Qi
Xf
Qf
=
=
=
=
Asta
Numero dell'asta
Nodo iniziale
Nodo finale
Numero del solaio di provenienza
Tipo di carico
QA = Carico accidentale da solaio
QP = Carico permanente da solaio
PP = Peso proprio
M = Manuale
Direzione del carico
XG,YG,ZG = secondo gli assi Globali
XL,YL,ZL = secondo gli assi Locali
Distanza iniziale
Carico iniziale
Distanza finale
Carico finale
N1
N2
S T DC Xi
Qi
Xf
Qf
<m> <kg/m> <m> <kg/m>
--------------------------------------------------0
107 -1033 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1309 -1311 0 QP ZG 0.00 439.80 0.50 439.80
0 -1311 -1313 0 QP ZG 0.00 439.80 0.50 439.80
0 -1033 -1035 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1043 -1045 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1039 -1041 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1045 -1047 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -983 -985 0 QP ZG 0.00 107.50 0.55 107.50
0 -1315 -1317 0 QP ZG 0.00 439.80 0.50 439.80
0 -1329 -937 0 QP ZG 0.00 439.80 0.50 439.80
0 -919 -1244 0 QP ZG 0.00 3357.46 0.52 3357.46
0 -1325 -1327 0 QP ZG 0.00 439.80 0.50 439.80
0 -937 -1504 0 QP ZG 0.00 439.80 0.49 439.80
0 -911 -983 0 QP ZG 0.00 107.50 0.55 107.50
0 -1504 -1505 0 QP ZG 0.00 439.80 0.49 439.80
0 -1244 -1245 0 QP ZG 0.00 3357.46 0.52 3357.46
0 -1528 -1530 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1534 -1536 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1914 -923 0 QP ZG 0.00 658.75 0.42 658.75
0 -985 -905 0 QP ZG 0.00 107.50 0.55 107.50
0 -1245
108 0 QP ZG 0.00 3357.46 0.52 3357.46
0 -923 -925 0 QP ZG 0.00 658.75 0.60 658.75
0 -925 -1921 0 QP ZG 0.00 658.75 0.43 658.75
0 -1506
105 0 QP ZG 0.00 439.80 0.49 439.80
0
108 -1914 0 QP ZG 0.00 658.75 0.42 658.75
0 -1536 -1538 0 QP ZG 0.00 5924.93 0.49 5924.93
0
2 -2134 0 QP ZG 0.00 690.00 0.42 690.00
0 -1540 -1542 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1921 -1923 0 QP ZG 0.00
92.50 0.43
92.50
0 -1923 -961 0 QP ZG 0.00 658.75 0.43 658.75
0 -913 -1589 0 QP ZG 0.00
97.50 0.55
97.50
0 -1264 -1266 0 QP ZG 0.00 170.00 0.49 170.00
0 -1591 -908 0 QP ZG 0.00
97.50 0.55
97.50
0 -1887 -959 0 QP ZG 0.00
92.50 0.60
92.50
0 -927 -1887 0 QP ZG 0.00 658.75 0.60 658.75
0 -1268 -1270 0 QP ZG 0.00 170.00 0.49 170.00
0 -2134 -953 0 QP ZG 0.00 690.00 0.42 690.00
0 -908 -1608 0 QP ZG 0.00 310.00 0.46 310.00
0 -961 -927 0 QP ZG 0.00 658.75 0.20 658.75
0 -929 -1865 0 QP ZG 0.00
92.50 0.60
92.50
0 -955 -2110 0 QP ZG 0.00 320.00 0.43 320.00
0 -1612 -1614 0 QP ZG 0.00 310.00 0.46 310.00
0 -1865 -957 0 QP ZG 0.00 658.75 0.60 658.75
0 -2110 -2112 0 QP ZG 0.00 320.00 0.43 320.00
0 -933 -1853 0 QP ZG 0.00 658.75 0.55 658.75
0 -949 -2093 0 QP ZG 0.00 320.00 0.60 320.00
0 -935 -1841 0 QP ZG 0.00 370.00 0.52 370.00
0 -957 -933 0 QP ZG 0.00 658.75 0.20 658.75
0 -1853 -935 0 QP ZG 0.00 658.75 0.55 658.75
0 -917 -1641 0 QP ZG 0.00 3357.46 0.52 3357.46
0 -1841
106 0 QP ZG 0.00 370.00 0.52 370.00
0 -951 -2076 0 QP ZG 0.00 320.00 0.60 320.00
0 -1660 -1662 0 QP ZG 0.00 209.98 0.46 209.98
0 -1662 -1664 0 QP ZG 0.00 209.98 0.46 209.98
Asta
N1
N2
S T DC Xi
Qi
Xf
Qf
<m> <kg/m> <m> <kg/m>
--------------------------------------------------0
107 -1309 0 QP ZG 0.00 439.80 0.50 439.80
0 -1035 -1037 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1313 -1315 0 QP ZG 0.00 439.80 0.50 439.80
0 -1037 -1039 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1323 -1325 0 QP ZG 0.00 439.80 0.50 439.80
0 -1041 -1043 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1047 -911 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1215 -1216 0 QP ZG 0.00 722.50 0.46 722.50
0 -1321 -1323 0 QP ZG 0.00 439.80 0.50 439.80
0 -1216 -1217 0 QP ZG 0.00 722.50 0.46 722.50
0 -1317 -1319 0 QP ZG 0.00 439.80 0.50 439.80
0 -1327 -1329 0 QP ZG 0.00 439.80 0.50 439.80
0 -1530 -1532 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -905 -1215 0 QP ZG 0.00 722.50 0.46 722.50
0 -1217 -1218 0 QP ZG 0.00 722.50 0.46 722.50
0 -1319 -1321 0 QP ZG 0.00 439.80 0.50 439.80
0 -1532 -1534 0 QP ZG 0.00 5924.93 0.49 5924.93
0
105 -1528 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1914 -923 0 QP ZG 0.00 690.00 0.42 690.00
0 -1218 -919 0 QP ZG 0.00 722.50 0.46 722.50
0
108 -1262 0 QP ZG 0.00 170.00 0.49 170.00
0 -923 -925 0 QP ZG 0.00 280.00 0.60 280.00
0 -925 -1921 0 QP ZG 0.00
92.50 0.43
92.50
0 -1262 -1264 0 QP ZG 0.00 170.00 0.49 170.00
0
108 -1914 0 QP ZG 0.00 690.00 0.42 690.00
0 -1538 -1540 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1505 -1506 0 QP ZG 0.00 439.80 0.49 439.80
0 -1921 -1923 0 QP ZG 0.00 658.75 0.43 658.75
0 -1542 -913 0 QP ZG 0.00 5924.93 0.49 5924.93
0 -1923 -961 0 QP ZG 0.00
92.50 0.43
92.50
0 -1589 -1591 0 QP ZG 0.00
97.50 0.55
97.50
0 -1266 -1268 0 QP ZG 0.00 170.00 0.49 170.00
0 -1887 -959 0 QP ZG 0.00 658.75 0.60 658.75
0 -1272
2 0 QP ZG 0.00 170.00 0.49 170.00
0 -927 -1887 0 QP ZG 0.00
92.50 0.60
92.50
0 -1270 -1272 0 QP ZG 0.00 170.00 0.49 170.00
0 -959 -929 0 QP ZG 0.00 658.75 0.20 658.75
0 -953 -955 0 QP ZG 0.00
50.00 0.60
50.00
0 -929 -1865 0 QP ZG 0.00 658.75 0.60 658.75
0 -1608 -1610 0 QP ZG 0.00 310.00 0.46 310.00
0 -1610 -1612 0 QP ZG 0.00 310.00 0.46 310.00
0 -2093 -965 0 QP ZG 0.00 320.00 0.60 320.00
0 -1865 -957 0 QP ZG 0.00
92.50 0.60
92.50
0 -2112 -967 0 QP ZG 0.00 320.00 0.43 320.00
0 -933 -1853 0 QP ZG 0.00
92.50 0.55
92.50
0 -935 -1841 0 QP ZG 0.00 658.75 0.52 658.75
0 -1641 -1643 0 QP ZG 0.00 3357.46 0.52 3357.46
0 -1614 -917 0 QP ZG 0.00 310.00 0.46 310.00
0 -1853 -935 0 QP ZG 0.00
92.50 0.55
92.50
0 -1841
106 0 QP ZG 0.00 658.75 0.52 658.75
0 -1643
106 0 QP ZG 0.00 3357.46 0.52 3357.46
0
106 -1660 0 QP ZG 0.00 209.98 0.46 209.98
0 -2076 -963 0 QP ZG 0.00 320.00 0.60 320.00
0 -945 -2059 0 QP ZG 0.00 320.00 0.55 320.00
QP
QP
QP
QP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
QP
QP
QP
QP
QP
QP
QP
QP
QP
QP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
0.00 209.98 0.46 209.98
0.00 320.00 0.55 320.00
0.00 320.00 0.52 320.00
0.00 320.00 0.52 320.00
0.00
82.60 2.15
82.60
0.00 439.80 3.80 439.80
0.00 450.00 3.80 450.00
0.00
82.60 1.95
82.60
0.00
82.60 1.70
82.60
0.00 1350.00 1.70 1350.00
0.00 115.00 0.45 115.00
0.00 115.00 3.80 115.00
0.00 1350.00 3.80 1350.00
0.00 115.00 1.95 115.00
0.00 977.50 1.70 977.50
0.00 450.00 1.70 450.00
0.00 115.00 6.20 115.00
0.00 722.50 2.30 722.50
0.00 450.00 2.30 450.00
0.00 1615.00 1.65 1615.00
0.00
97.50 1.65
97.50
0.00 300.00 1.65 300.00
0.00 120.00 1.40 120.00
0.00 170.00 1.05 170.00
0.00 300.00 1.05 300.00
0.00
30.00 1.00
30.00
0.00 120.00 1.40 120.00
0.00 150.00 1.40 150.00
0.00
30.00 0.45
30.00
0.00 260.00 0.60 260.00
0.00 150.00 0.60 150.00
0.00 260.00 1.00 260.00
0.00
65.00 1.85
65.00
0.00 260.00 1.60 260.00
0.00
60.00 1.85
60.00
0.00 240.00 1.60 240.00
0.00
60.00 1.85
60.00
0.00 240.00 1.60 240.00
0.00
60.00 1.85
60.00
0.00 240.00 1.60 240.00
0.00
60.00 1.85
60.00
0.00 240.00 1.60 240.00
0.00
55.00 1.85
55.00
0.00 220.00 1.60 220.00
0.00
55.00 1.85
55.00
0.00 150.00 1.85 150.00
0.00 209.98 1.60 209.98
0.00 280.00 0.60 280.00
0.00 150.00 0.60 150.00
0.00
52.50 0.60
52.50
0.00
92.50 1.30
92.50
0.00 300.00 1.30 300.00
0.00 320.00 1.20 320.00
0.00
92.50 1.20
92.50
0.00 300.00 1.20 300.00
0.00 320.00 1.10 320.00
0.00 370.00 1.05 370.00
0.00 300.00 1.05 300.00
0 -981 -1686 0
0 -1686 -1688 0
0 -1688
1 0
101 -911 -940 0
101 -911 -940 -101 -940 -938 0
101 -938 -913 0
101 -938 -913 -102 -905 -943 0
102 -943 -941 0
102 -943 -941 -102 -941 -939 0
102 -939 -908 0
102 -939 -908 -103 -919 -942 0
103 -942 -917 0
103 -942 -917 -104 -943 -942 0
105 -940 -941 0
105 -940 -941 -106 -938 -939 0
107 -923 -979 0
107 -923 -979 -107 -979 -978 0
107 -978 -953 0
107 -978 -953 -108 -925 -977 0
108 -977 -975 0
108 -977 -975 -108 -975 -976 0
108 -976 -955 0
108 -976 -955 -109 -961 -968 -109 -968 -967 -110 -927 -969 -110 -969 -949 -111 -959 -970 -111 -970 -965 -112 -929 -971 -112 -971 -951 -113 -957 -972 -113 -972 -963 -114 -933 -973 -114 -973 -945 -115 -935 -974 0
115 -974 -947 0
115 -974 -947 -116 -979 -977 0
117 -978 -976 0
117 -978 -976 -118 -975 -968 0
119 -969 -970 0
119 -969 -970 -120 -971 -972 0
121 -973 -974 0
121 -973 -974 -121 -974 -981 0
QP
QP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
QP
PP
QP
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
0.00 209.98 0.53 209.98
0.00 209.98 0.53 209.98
0.00 209.98 0.53 209.98
0.00 439.80 2.15 439.80
0.00 450.00 2.15 450.00
0.00 702.10 3.80 702.10
0.00 439.80 1.95 439.80
0.00 450.00 1.95 450.00
0.00 977.50 1.70 977.50
0.00
82.60 0.45
82.60
0.00 1350.00 0.45 1350.00
0.00 702.10 3.80 702.10
0.00
82.60 1.95
82.60
0.00 1350.00 1.95 1350.00
0.00 658.75 1.70 658.75
0.00 658.75 6.20 658.75
0.00 450.00 6.20 450.00
0.00 310.00 2.30 310.00
0.00 107.50 1.65 107.50
0.00 300.00 1.65 300.00
0.00 1615.00 1.65 1615.00
0.00 170.00 1.40 170.00
0.00 300.00 1.40 300.00
0.00
30.00 1.05
30.00
0.00 170.00 1.00 170.00
0.00 300.00 1.00 300.00
0.00
65.00 1.40
65.00
0.00
65.00 0.45
65.00
0.00 150.00 0.45 150.00
0.00
30.00 0.60
30.00
0.00
30.00 1.00
30.00
0.00 150.00 1.00 150.00
0.00 150.00 1.85 150.00
0.00 150.00 1.60 150.00
0.00 150.00 1.85 150.00
0.00 150.00 1.60 150.00
0.00 150.00 1.85 150.00
0.00 150.00 1.60 150.00
0.00 150.00 1.85 150.00
0.00 150.00 1.60 150.00
0.00 150.00 1.85 150.00
0.00 150.00 1.60 150.00
0.00 150.00 1.85 150.00
0.00 150.00 1.60 150.00
0.00 209.98 1.85 209.98
0.00 220.00 1.60 220.00
0.00 150.00 1.60 150.00
0.00
52.50 0.60
52.50
0.00
50.00 0.60
50.00
0.00 300.00 0.60 300.00
0.00 320.00 1.30 320.00
0.00
92.50 1.20
92.50
0.00 300.00 1.20 300.00
0.00 320.00 1.20 320.00
0.00
92.50 1.10
92.50
0.00 300.00 1.10 300.00
0.00 320.00 1.05 320.00
ELENCO CARICHI ASTE
CONDIZIONE DI CARICO 2: Accidentali
CARICHI DISTRIBUITI
Asta
N1
N2 S T DC Xi
Qi
Xf
Qf
<m> <kg/m> <m> <kg/m>
-------------------------------------------------0
107 -1033 0 QA ZG 0.00 3554.96 0.49 3554.96
0 -1309 -1311 0 QA ZG 0.00 219.90 0.50 219.90
0 -1311 -1313 0 QA ZG 0.00 219.90 0.50 219.90
0 -1033 -1035 0 QA ZG 0.00 3554.96 0.49 3554.96
0 -1043 -1045 0 QA ZG 0.00 3554.96 0.49 3554.96
0 -1039 -1041 0 QA ZG 0.00 3554.96 0.49 3554.96
0 -1045 -1047 0 QA ZG 0.00 3554.96 0.49 3554.96
0 -983 -985 0 QA ZG 0.00 537.50 0.55 537.50
0 -1315 -1317 0 QA ZG 0.00 219.90 0.50 219.90
0 -1329 -937 0 QA ZG 0.00 219.90 0.50 219.90
0 -919 -1244 0 QA ZG 0.00 1974.98 0.52 1974.98
0 -1325 -1327 0 QA ZG 0.00 219.90 0.50 219.90
0 -937 -1504 0 QA ZG 0.00 219.90 0.49 219.90
0 -911 -983 0 QA ZG 0.00 537.50 0.55 537.50
0 -1504 -1505 0 QA ZG 0.00 219.90 0.49 219.90
29
Asta
N1
N2 S T DC Xi
Qi
Xf
Qf
<m> <kg/m> <m> <kg/m>
-------------------------------------------------0
107 -1309 0 QA ZG 0.00 219.90 0.50 219.90
0 -1035 -1037 0 QA ZG 0.00 3554.96 0.49 3554.96
0 -1313 -1315 0 QA ZG 0.00 219.90 0.50 219.90
0 -1037 -1039 0 QA ZG 0.00 3554.96 0.49 3554.96
0 -1323 -1325 0 QA ZG 0.00 219.90 0.50 219.90
0 -1041 -1043 0 QA ZG 0.00 3554.96 0.49 3554.96
0 -1047 -911 0 QA ZG 0.00 3554.96 0.49 3554.96
0 -1215 -1216 0 QA ZG 0.00 425.00 0.46 425.00
0 -1321 -1323 0 QA ZG 0.00 219.90 0.50 219.90
0 -1216 -1217 0 QA ZG 0.00 425.00 0.46 425.00
0 -1317 -1319 0 QA ZG 0.00 219.90 0.50 219.90
0 -1327 -1329 0 QA ZG 0.00 219.90 0.50 219.90
0 -1530 -1532 0 QA ZG 0.00 3554.96 0.49 3554.96
0 -905 -1215 0 QA ZG 0.00 425.00 0.46 425.00
0 -1217 -1218 0 QA ZG 0.00 425.00 0.46 425.00
30
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101
101
101
102
102
102
102
103
103
104
105
106
107
107
107
108
108
108
108
109
110
111
112
113
114
115
115
116
117
118
119
120
121
121
-1244
-1528
-1534
-1914
-985
-1245
-923
-925
-1506
108
-1536
2
-1540
-1921
-1923
-913
-1264
-1591
-1887
-927
-1268
-2134
-908
-961
-929
-955
-1612
-1865
-2110
-933
-949
-935
-957
-1853
-917
-1841
-951
-1660
-1662
-1664
-2059
-947
-2047
-911
-940
-938
-905
-943
-941
-939
-919
-942
-943
-940
-938
-923
-979
-978
-925
-977
-975
-976
-968
-969
-970
-971
-972
-973
-935
-974
-979
-978
-975
-969
-971
-973
-974
-1245
-1530
-1536
-923
-905
108
-925
-1921
105
-1914
-1538
-2134
-1542
-1923
-961
-1589
-1266
-908
-959
-1887
-1270
-953
-1608
-927
-1865
-2110
-1614
-957
-2112
-1853
-2093
-1841
-933
-935
-1641
106
-2076
-1662
-1664
-981
-947
-2047
1
-940
-938
-913
-943
-941
-939
-908
-942
-917
-942
-941
-939
-979
-978
-953
-977
-975
-976
-955
-967
-949
-965
-951
-963
-945
-974
-947
-977
-976
-968
-970
-972
-974
-981
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1974.98
3554.96
3554.96
387.50
537.50
1974.98
387.50
387.50
219.90
387.50
3554.96
862.50
3554.96
462.50
387.50
487.48
212.50
487.48
462.50
387.50
212.50
862.50
1549.98
387.50
462.50
400.00
1549.98
387.50
400.00
387.50
400.00
462.50
387.50
387.50
1974.98
462.50
400.00
262.48
262.48
262.48
400.00
400.00
400.00
413.00
413.00
413.00
575.00
575.00
413.00
575.00
387.50
575.00
1549.98
950.00
950.00
150.00
150.00
150.00
325.00
150.00
150.00
325.00
325.00
300.00
300.00
300.00
300.00
275.00
262.48
262.48
262.50
262.50
400.00
400.00
400.00
400.00
400.00
0.52
0.49
0.49
0.42
0.55
0.52
0.60
0.43
0.49
0.42
0.49
0.42
0.49
0.43
0.43
0.55
0.49
0.55
0.60
0.60
0.49
0.42
0.46
0.20
0.60
0.43
0.46
0.60
0.43
0.55
0.60
0.52
0.20
0.55
0.52
0.52
0.60
0.46
0.46
0.46
0.55
0.52
0.52
2.15
3.80
1.95
1.70
0.45
3.80
1.95
1.70
6.20
2.30
1.65
1.65
1.40
1.05
1.00
1.40
0.45
0.60
1.00
1.60
1.60
1.60
1.60
1.60
1.60
1.85
1.60
0.60
0.60
1.30
1.20
1.20
1.10
1.05
1974.98
3554.96
3554.96
387.50
537.50
1974.98
387.50
387.50
219.90
387.50
3554.96
862.50
3554.96
462.50
387.50
487.48
212.50
487.48
462.50
387.50
212.50
862.50
1549.98
387.50
462.50
400.00
1549.98
387.50
400.00
387.50
400.00
462.50
387.50
387.50
1974.98
462.50
400.00
262.48
262.48
262.48
400.00
400.00
400.00
413.00
413.00
413.00
575.00
575.00
413.00
575.00
387.50
575.00
1549.98
950.00
950.00
150.00
150.00
150.00
325.00
150.00
150.00
325.00
325.00
300.00
300.00
300.00
300.00
275.00
262.48
262.48
262.50
262.50
400.00
400.00
400.00
400.00
400.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101
101
101
102
102
102
102
103
103
104
105
106
107
107
107
108
108
108
108
109
110
111
112
113
114
115
115
116
117
118
119
120
121
121
-1319
-1532
105
-1914
-1218
108
-923
-925
-1262
108
-1538
-1505
-1921
-1542
-1923
-1589
-1266
-1887
-1272
-927
-1270
-959
-953
-929
-1608
-1610
-2093
-1865
-2112
-933
-935
-1641
-1614
-1853
-1841
-1643
106
-2076
-945
-981
-1686
-1688
-911
-940
-938
-905
-943
-941
-939
-919
-942
-943
-940
-938
-923
-979
-978
-925
-977
-975
-976
-961
-927
-959
-929
-957
-933
-935
-974
-979
-978
-975
-969
-971
-973
-974
-1321
-1534
-1528
-923
-919
-1262
-925
-1921
-1264
-1914
-1540
-1506
-1923
-913
-961
-1591
-1268
-959
2
-1887
-1272
-929
-955
-1865
-1610
-1612
-965
-957
-967
-1853
-1841
-1643
-917
-935
106
106
-1660
-963
-2059
-1686
-1688
1
-940
-938
-913
-943
-941
-939
-908
-942
-917
-942
-941
-939
-979
-978
-953
-977
-975
-976
-955
-968
-969
-970
-971
-972
-973
-974
-947
-977
-976
-968
-970
-972
-974
-981
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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0
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0
0
0
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0
0
0
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
QA
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
219.90
3554.96
3554.96
862.50
425.00
212.50
350.00
462.50
212.50
862.50
3554.96
219.90
387.50
3554.96
462.50
487.48
212.50
387.50
212.50
462.50
212.50
387.50
250.00
387.50
1549.98
1549.98
400.00
462.50
400.00
462.50
387.50
1974.98
1549.98
462.50
387.50
1974.98
262.48
400.00
400.00
262.48
262.48
262.48
219.90
219.90
219.90
413.00
413.00
575.00
413.00
575.00
387.50
425.00
537.50
487.48
212.50
212.50
212.50
150.00
325.00
325.00
150.00
325.00
300.00
300.00
300.00
300.00
275.00
275.00
275.00
350.00
250.00
462.50
462.50
462.50
462.50
462.50
0.50
0.49
0.49
0.42
0.46
0.49
0.60
0.43
0.49
0.42
0.49
0.49
0.43
0.49
0.43
0.55
0.49
0.60
0.49
0.60
0.49
0.20
0.60
0.60
0.46
0.46
0.60
0.60
0.43
0.55
0.52
0.52
0.46
0.55
0.52
0.52
0.46
0.60
0.55
0.53
0.53
0.53
2.15
3.80
1.95
1.70
0.45
3.80
1.95
1.70
6.20
2.30
1.65
1.65
1.40
1.05
1.00
1.40
0.45
0.60
1.00
1.85
1.85
1.85
1.85
1.85
1.85
1.85
1.60
0.60
0.60
1.30
1.20
1.20
1.10
1.05
219.90
3554.96
3554.96
862.50
425.00
212.50
350.00
462.50
212.50
862.50
3554.96
219.90
387.50
3554.96
462.50
487.48
212.50
387.50
212.50
462.50
212.50
387.50
250.00
387.50
1549.98
1549.98
400.00
462.50
400.00
462.50
387.50
1974.98
1549.98
462.50
387.50
1974.98
262.48
400.00
400.00
262.48
262.48
262.48
219.90
219.90
219.90
413.00
413.00
575.00
413.00
575.00
387.50
425.00
537.50
487.48
212.50
212.50
212.50
150.00
325.00
325.00
150.00
325.00
300.00
300.00
300.00
300.00
275.00
275.00
275.00
350.00
250.00
462.50
462.50
462.50
462.50
462.50
Simbologia
Bid.
N1
N2
N3
N4
T
=
=
=
=
=
=
DC
=
Qx
Qy
Qz
=
=
=
Bid.
Numero del muro/elemento bidimensionale
Nodo1
Nodo2
Nodo3
Nodo4
Tipo di carico
PP = Peso proprio
M = Manuale
Direzione del carico
G = secondo gli assi Globali
L = secondo gli assi Locali
Carico in dir. X
Carico in dir. Y
Carico in dir. Z
N1
N2
N3
N4
T DC
Qx
Qy
Qz
<kg/mq> <kg/mq> <kg/mq>
<kg/mq>
---------------------------------------------------------0 -1945 -1946 -2022 -2016 PP G
0.00
0.00 2000.00
2000.00
0 -2014 -2020 -2021 -2015 PP G
0.00
0.00 2000.00
2000.00
0 -2012 -2018 -2019 -2013 PP G
0.00
0.00 2000.00
2000.00
0 -2010 -2016 -2017 -2011 PP G
0.00
0.00 2000.00
2000.00
0 -2009 -2015 -1864 -928 PP G
0.00
0.00 2000.00
2000.00
0 -2007 -2013 -2014 -2008 PP G
0.00
0.00 2000.00
2000.00
0 -2005 -2011 -2012 -2006 PP G
0.00
0.00 2000.00
2000.00
0 -1943 -1944 -2010 -2004 PP G
0.00
0.00 2000.00
2000.00
0 -2002 -2008 -2009 -2003 PP G
0.00
0.00 2000.00
2000.00
0 -2000 -2006 -2007 -2001 PP G
0.00
0.00 2000.00
2000.00
0 -1998 -2004 -2005 -1999 PP G
0.00
0.00 2000.00
2000.00
0 -1997 -2003 -958 -1886 PP G
0.00
0.00 2000.00
2000.00
0 -1382 -1387 -1388 -1383 PP G
0.00
0.00 2000.00
2000.00
0 -1380 -1385 -1386 -1381 PP G
0.00
0.00 2000.00
2000.00
0 -1379 -1384 -1327 -1325 PP G
0.00
0.00 2000.00
2000.00
0 -1377 -1382 -1383 -1378 PP G
0.00
0.00 2000.00
2000.00
0 -1375 -1380 -1381 -1376 PP G
0.00
0.00 2000.00
2000.00
0 -1374 -1379 -1325 -1323 PP G
0.00
0.00 2000.00
2000.00
0 -1372 -1377 -1378 -1373 PP G
0.00
0.00 2000.00
2000.00
0 -1370 -1375 -1376 -1371 PP G
0.00
0.00 2000.00
2000.00
0 -1369 -1374 -1323 -1321 PP G
0.00
0.00 2000.00
2000.00
0 -1367 -1372 -1373 -1368 PP G
0.00
0.00 2000.00
2000.00
0 -1365 -1370 -1371 -1366 PP G
0.00
0.00 2000.00
2000.00
0 -1364 -1369 -1321 -1319 PP G
0.00
0.00 2000.00
2000.00
0 -1362 -1367 -1368 -1363 PP G
0.00
0.00 2000.00
2000.00
0 -1360 -1365 -1366 -1361 PP G
0.00
0.00 2000.00
2000.00
0 -1359 -1364 -1319 -1317 PP G
0.00
0.00 2000.00
2000.00
0 -1357 -1362 -1363 -1358 PP G
0.00
0.00 2000.00
2000.00
0 -1355 -1360 -1361 -1356 PP G
0.00
0.00 2000.00
2000.00
0 -1354 -1359 -1317 -1315 PP G
0.00
0.00 2000.00
2000.00
ELENCO CARICHI ELEMENTI BIDIMENSIONALI
CONDIZIONE DI CARICO 1: PP+Perm
CARICHI UNIFORMI
31
Bid.
N1
N2
N3
N4
T DC
Qx
Qy
<kg/mq> <kg/mq>
Qz
--------------------------------------------------------0 -2015 -2021
-956 -1864 PP G
0.00
0.00
0 -2013 -2019 -2020 -2014 PP G
0.00
0.00
0 -2011 -2017 -2018 -2012 PP G
0.00
0.00
0 -1944 -1945 -2016 -2010 PP G
0.00
0.00
0 -2008 -2014 -2015 -2009 PP G
0.00
0.00
0 -2006 -2012 -2013 -2007 PP G
0.00
0.00
0 -2004 -2010 -2011 -2005 PP G
0.00
0.00
0 -2003 -2009
0.00
0.00
-928
-958 PP G
0 -2001 -2007 -2008 -2002 PP G
0.00
0.00
0 -1999 -2005 -2006 -2000 PP G
0.00
0.00
0 -1942 -1943 -2004 -1998 PP G
0.00
0.00
0 -1996 -2002 -2003 -1997 PP G
0.00
0.00
0 -1381 -1386 -1387 -1382 PP G
0.00
0.00
0 -1326 -1328 -1385 -1380 PP G
0.00
0.00
0 -1378 -1383 -1384 -1379 PP G
0.00
0.00
0 -1376 -1381 -1382 -1377 PP G
0.00
0.00
0 -1324 -1326 -1380 -1375 PP G
0.00
0.00
0 -1373 -1378 -1379 -1374 PP G
0.00
0.00
0 -1371 -1376 -1377 -1372 PP G
0.00
0.00
0 -1322 -1324 -1375 -1370 PP G
0.00
0.00
0 -1368 -1373 -1374 -1369 PP G
0.00
0.00
0 -1366 -1371 -1372 -1367 PP G
0.00
0.00
0 -1320 -1322 -1370 -1365 PP G
0.00
0.00
0 -1363 -1368 -1369 -1364 PP G
0.00
0.00
0 -1361 -1366 -1367 -1362 PP G
0.00
0.00
0 -1318 -1320 -1365 -1360 PP G
0.00
0.00
0 -1358 -1363 -1364 -1359 PP G
0.00
0.00
0 -1356 -1361 -1362 -1357 PP G
0.00
0.00
0 -1316 -1318 -1360 -1355 PP G
0.00
0.00
0 -1353 -1358 -1359 -1354 PP G
0.00
0.00
32
0 -1352
2000.00
0 -1350
2000.00
0 -1349
2000.00
0 -1347
2000.00
0 -1345
2000.00
0 -1344
2000.00
0 -1342
2000.00
0 -1340
2000.00
0 -1339
2000.00
0 -1337
2000.00
0 -1335
2000.00
0 -1052
2000.00
0 -1050
2000.00
0 -1048
1000.00
0 -1306
1000.00
0 -1304
1000.00
0 -1271
1000.00
0 -1301
1000.00
0 -1299
1000.00
0 -1269
1000.00
0 -1296
1000.00
0 -1294
1000.00
0 -1267
1000.00
0 -1291
1000.00
0 -1289
1000.00
0 -1265
1000.00
0 -1286
1000.00
0 -1284
1000.00
0 -1263
1000.00
0 -1281
1000.00
0 -1279
1000.00
0 -1261
1000.00
0 -1249
1000.00
0 -1247
1000.00
0 -1260
2000.00
0 -1258
2000.00
0 -1256
2000.00
0 -1255
2000.00
0 -1253
2000.00
0 -1251
2000.00
0 -1223
2000.00
0 -1221
-1357 -1358 -1353 PP G
0.00
0.00 2000.00
0 -1351 -1356 -1357 -1352 PP G
0.00
0.00
-1355 -1356 -1351 PP G
0.00
0.00 2000.00
0 -1314 -1316 -1355 -1350 PP G
0.00
0.00
-1354 -1315 -1313 PP G
-1352 -1353 -1348 PP G
-1350 -1351 -1346 PP G
-1349 -1313 -1311 PP G
-1347 -1348 -1343 PP G
-1345 -1346 -1341 PP G
-1344 -1311 -1309 PP G
-1342 -1343 -1338 PP G
-1340 -1341 -1336 PP G
-1339 -1309
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0 -1348 -1353 -1354 -1349 PP G
0 -1346 -1351 -1352 -1347 PP G
0 -1312 -1314 -1350 -1345 PP G
0 -1343 -1348 -1349 -1344 PP G
0 -1341 -1346 -1347 -1342 PP G
0 -1310 -1312 -1345 -1340 PP G
0 -1338 -1343 -1344 -1339 PP G
0 -1336 -1341 -1342 -1337 PP G
0 -1308 -1310 -1340 -1335 PP G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
107 PP G
0.00
0.00 2000.00
0 -1051 -1338 -1339 -1052 PP G
0.00
0.00
-1337 -1338 -1051 PP G
0.00
0.00 2000.00
0 -1049 -1336 -1337 -1050 PP G
0.00
0.00
-1335 -1336 -1049 PP G
0.00
0.00 2000.00
0 -1307 -1277
2 -1272 PP G
0.00
0.00
-1276 -1277 -1307 PP G
0.00
0.00 1000.00
0 -1305 -1275 -1276 -1306 PP G
0.00
0.00
-1274 -1275 -1305 PP G
-900 -1273 -1303 PP G
-1306 -1307 -1302 PP G
-1304 -1305 -1300 PP G
-1271 -1303 -1298 PP G
-1301 -1302 -1297 PP G
-1299 -1300 -1295 PP G
-1269 -1298 -1293 PP G
-1296 -1297 -1292 PP G
-1294 -1295 -1290 PP G
-1267 -1293 -1288 PP G
-1291 -1292 -1287 PP G
-1289 -1290 -1285 PP G
-1265 -1288 -1283 PP G
-1286 -1287 -1282 PP G
-1284 -1285 -1280 PP G
-1263 -1283 -1278 PP G
-1281 -1282 -1250 PP G
-1279 -1280 -1248 PP G
-1250
108 -1245 PP G
-1248 -1249 -1259 PP G
-1246 -1247 -1257 PP G
-1260 -1245 -1244 PP G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 1000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0 -1303 -1273 -1274 -1304 PP G
0 -1302 -1307 -1272 -1270 PP G
0 -1300 -1305 -1306 -1301 PP G
0 -1298 -1303 -1304 -1299 PP G
0 -1297 -1302 -1270 -1268 PP G
0 -1295 -1300 -1301 -1296 PP G
0 -1293 -1298 -1299 -1294 PP G
0 -1292 -1297 -1268 -1266 PP G
0 -1290 -1295 -1296 -1291 PP G
0 -1288 -1293 -1294 -1289 PP G
0 -1287 -1292 -1266 -1264 PP G
0 -1285 -1290 -1291 -1286 PP G
0 -1283 -1288 -1289 -1284 PP G
0 -1282 -1287 -1264 -1262 PP G
0 -1280 -1285 -1286 -1281 PP G
0 -1278 -1283 -1284 -1279 PP G
0 -1250 -1282 -1262
108 PP G
0 -1248 -1280 -1281 -1249 PP G
0 -1246 -1278 -1279 -1247 PP G
0 -1259 -1249 -1250 -1260 PP G
0 -1257 -1247 -1248 -1258 PP G
0 -1158
-2 -1246 -1256 PP G
0 -1254 -1259 -1260 -1255 PP G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-1258 -1259 -1254 PP G
0.00
0.00 2000.00
0 -1252 -1257 -1258 -1253 PP G
0.00
0.00
-1256 -1257 -1252 PP G
0.00
0.00 2000.00
0 -1156 -1158 -1256 -1251 PP G
0.00
0.00
-1255 -1244
2000.00
0 -1219
2000.00
0 -1242
2000.00
0 -1240
2000.00
0 -1190
2000.00
0 -1237
2000.00
0 -1235
2000.00
0 -1188
2000.00
0 -1232
2000.00
0 -1230
2000.00
0 -1186
2000.00
0 -1227
2000.00
0 -1225
2000.00
0 -1184
2000.00
0 -992
2000.00
0 -988
2000.00
0 -1214
2000.00
0 -1212
2000.00
0 -1210
2000.00
0 -1189
2000.00
0 -1207
2000.00
0 -1205
2000.00
0 -1203
2000.00
0 -1202
2000.00
0 -1200
2000.00
0 -1198
2000.00
0 -1185
2000.00
0 -1195
2000.00
0 -1193
2000.00
0 -1191
2000.00
0 -1018
2000.00
0 -1014
2000.00
0 -1010
2000.00
0 -1182
2000.00
0 -1180
2000.00
0 -1178
2000.00
0 -1157
2000.00
0 -1175
2000.00
0 -1173
2000.00
0 -1171
2000.00
0 -1170
2000.00
0 -1166
2000.00
-919 PP G
0.00
0.00 2000.00
0 -1222 -1254 -1255 -1223 PP G
0.00
0.00
-1253 -1254 -1222 PP G
0.00
0.00 2000.00
0 -1220 -1252 -1253 -1221 PP G
0.00
0.00
33
-1251 -1252 -1220 PP G
0.00
0.00 2000.00
0 -1243 -1223
-919 -1218 PP G
0.00
0.00
-1222 -1223 -1243 PP G
0.00
0.00 2000.00
0 -1241 -1221 -1222 -1242 PP G
0.00
0.00
-1220 -1221 -1241 PP G
0.00
0.00 2000.00
0 -1239 -1219 -1220 -1240 PP G
0.00
0.00
-918 -1219 -1239 PP G
0.00
0.00 2000.00
0 -1238 -1243 -1218 -1217 PP G
0.00
0.00
-1242 -1243 -1238 PP G
0.00
0.00 2000.00
0 -1236 -1241 -1242 -1237 PP G
0.00
0.00
-1240 -1241 -1236 PP G
0.00
0.00 2000.00
0 -1234 -1239 -1240 -1235 PP G
0.00
0.00
-1190 -1239 -1234 PP G
0.00
0.00 2000.00
0 -1233 -1238 -1217 -1216 PP G
0.00
0.00
-1237 -1238 -1233 PP G
0.00
0.00 2000.00
0 -1231 -1236 -1237 -1232 PP G
0.00
0.00
-1235 -1236 -1231 PP G
0.00
0.00 2000.00
0 -1229 -1234 -1235 -1230 PP G
0.00
0.00
-1188 -1234 -1229 PP G
0.00
0.00 2000.00
0 -1228 -1233 -1216 -1215 PP G
0.00
0.00
-1232 -1233 -1228 PP G
0.00
0.00 2000.00
0 -1226 -1231 -1232 -1227 PP G
0.00
0.00
-1230 -1231 -1226 PP G
0.00
0.00 2000.00
0 -1224 -1229 -1230 -1225 PP G
0.00
0.00
-1186 -1229 -1224 PP G
0.00
0.00 2000.00
0
-994 -1228 -1215
-905 PP G
0.00
0.00
-1227 -1228
-994 PP G
0.00
0.00 2000.00
0
-990 -1226 -1227
-992 PP G
0.00
0.00
-1225 -1226
-990 PP G
0.00
0.00 2000.00
0
-986 -1224 -1225
-988 PP G
0.00
0.00
-918 -1190 PP G
0.00
0.00 2000.00
0 -1213 -1168 -1170 -1214 PP G
0.00
0.00
-1166 -1168 -1213 PP G
0.00
0.00 2000.00
0 -1211 -1164 -1166 -1212 PP G
0.00
0.00
-1162 -1164 -1211 PP G
0.00
0.00 2000.00
0 -1209 -1160 -1162 -1210 PP G
0.00
0.00
-920 -1160 -1209 PP G
0.00
0.00 2000.00
0 -1208 -1214 -1190 -1188 PP G
0.00
0.00
-1213 -1214 -1208 PP G
0.00
0.00 2000.00
0 -1206 -1212 -1213 -1207 PP G
0.00
0.00
-1211 -1212 -1206 PP G
0.00
0.00 2000.00
0 -1204 -1210 -1211 -1205 PP G
0.00
0.00
-1209 -1210 -1204 PP G
0.00
0.00 2000.00
0 -1187 -1189 -1209 -1203 PP G
0.00
0.00
-1208 -1188 -1186 PP G
0.00
0.00 2000.00
0 -1201 -1207 -1208 -1202 PP G
0.00
0.00
-1206 -1207 -1201 PP G
0.00
0.00 2000.00
0 -1199 -1205 -1206 -1200 PP G
0.00
0.00
-1204 -1205 -1199 PP G
0.00
0.00 2000.00
0 -1197 -1203 -1204 -1198 PP G
0.00
0.00
-1187 -1203 -1197 PP G
0.00
0.00 2000.00
0 -1196 -1202 -1186 -1184 PP G
0.00
0.00
-1201 -1202 -1196 PP G
0.00
0.00 2000.00
0 -1194 -1200 -1201 -1195 PP G
0.00
0.00
-1199 -1200 -1194 PP G
0.00
0.00 2000.00
0 -1192 -1198 -1199 -1193 PP G
0.00
0.00
-1197 -1198 -1192 PP G
0.00
0.00 2000.00
0 -1183 -1185 -1197 -1191 PP G
0.00
0.00
-1196 -1184
-906 PP G
0.00
0.00 2000.00
0 -1016 -1195 -1196 -1018 PP G
0.00
0.00
-1194 -1195 -1016 PP G
0.00
0.00 2000.00
0 -1012 -1193 -1194 -1014 PP G
0.00
0.00
-1192 -1193 -1012 PP G
0.00
0.00 2000.00
0 -1008 -1191 -1192 -1010 PP G
0.00
0.00
-1169
-2 -1158 PP G
0.00
0.00 2000.00
0 -1181 -1167 -1169 -1182 PP G
0.00
0.00
-1165 -1167 -1181 PP G
0.00
0.00 2000.00
0 -1179 -1163 -1165 -1180 PP G
0.00
0.00
-1161 -1163 -1179 PP G
0.00
0.00 2000.00
0 -1177 -1159 -1161 -1178 PP G
0.00
0.00
8 -1159 -1177 PP G
0.00
0.00 2000.00
0 -1176 -1182 -1158 -1156 PP G
0.00
0.00
-1181 -1182 -1176 PP G
0.00
0.00 2000.00
0 -1174 -1180 -1181 -1175 PP G
0.00
0.00
-1179 -1180 -1174 PP G
0.00
0.00 2000.00
0 -1172 -1178 -1179 -1173 PP G
0.00
0.00
-1170
-1177 -1178 -1172 PP G
0.00
0.00 2000.00
0 -1155 -1157 -1177 -1171 PP G
0.00
0.00
-1176 -1156
-918 PP G
0.00
0.00 2000.00
0 -1168 -1175 -1176 -1170 PP G
0.00
0.00
-1174 -1175 -1168 PP G
0.00
0.00 2000.00
0 -1164 -1173 -1174 -1166 PP G
0.00
0.00
34
0 -1162
2000.00
0 -1154
2000.00
0 -1152
2000.00
0 -1150
2000.00
0 -1100
2000.00
0 -1147
2000.00
0 -1145
2000.00
0 -1143
2000.00
0 -1142
2000.00
0 -1140
2000.00
0 -1138
2000.00
0 -1098
2000.00
0 -1135
2000.00
0 -1133
2000.00
0 -1131
2000.00
0 -1130
2000.00
0 -1128
2000.00
0 -1126
2000.00
0 -1096
2000.00
0 -1123
2000.00
0 -1121
2000.00
0 -1119
2000.00
0 -1118
2000.00
0 -1116
2000.00
0 -1114
2000.00
0 -1094
2000.00
0 -1111
2000.00
0 -1109
2000.00
0 -1107
2000.00
0 -1106
2000.00
0 -1104
2000.00
0 -1102
2000.00
0 -1092
2000.00
0 -1090
2000.00
0 -1088
2000.00
0 -1087
2000.00
0 -1085
2000.00
0 -1083
2000.00
0 -1082
2000.00
0 -1080
2000.00
0 -1078
2000.00
0 -1077
-1172 -1173 -1164 PP G
0.00
0.00 2000.00
0 -1160 -1171 -1172 -1162 PP G
0.00
0.00
-1019
0.00
0.00 2000.00
0 -1153 -1017 -1019 -1154 PP G
0.00
0.00
-910 -1046 PP G
-1015 -1017 -1153 PP G
-1011 -1013 -1151 PP G
-914 -1009 -1149 PP G
-1153 -1154 -1148 PP G
-1151 -1152 -1146 PP G
-1149 -1150 -1144 PP G
-1148 -1044 -1042 PP G
-1146 -1147 -1141 PP G
-1144 -1145 -1139 PP G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0 -1151 -1013 -1015 -1152 PP G
0 -1149 -1009 -1011 -1150 PP G
0 -1148 -1154 -1046 -1044 PP G
0 -1146 -1152 -1153 -1147 PP G
0 -1144 -1150 -1151 -1145 PP G
0 -1099 -1100 -1149 -1143 PP G
0 -1141 -1147 -1148 -1142 PP G
0 -1139 -1145 -1146 -1140 PP G
0 -1137 -1143 -1144 -1138 PP G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-1099 -1143 -1137 PP G
0.00
0.00 2000.00
0 -1136 -1142 -1042 -1040 PP G
0.00
0.00
-1141 -1142 -1136 PP G
0.00
0.00 2000.00
0 -1134 -1140 -1141 -1135 PP G
0.00
0.00
-1139 -1140 -1134 PP G
-1137 -1138 -1132 PP G
-1136 -1040 -1038 PP G
-1134 -1135 -1129 PP G
-1132 -1133 -1127 PP G
-1097 -1131 -1125 PP G
-1129 -1130 -1124 PP G
-1127 -1128 -1122 PP G
-1125 -1126 -1120 PP G
-1124 -1036 -1034 PP G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0 -1132 -1138 -1139 -1133 PP G
0 -1097 -1098 -1137 -1131 PP G
0 -1129 -1135 -1136 -1130 PP G
0 -1127 -1133 -1134 -1128 PP G
0 -1125 -1131 -1132 -1126 PP G
0 -1124 -1130 -1038 -1036 PP G
0 -1122 -1128 -1129 -1123 PP G
0 -1120 -1126 -1127 -1121 PP G
0 -1095 -1096 -1125 -1119 PP G
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0 -2055 -1691 -1692 -2056 PP G
0.00
0.00
-1690 -1691 -2055 PP G
0.00
0.00 1000.00
0 -2053 -1689 -1690 -2054 PP G
0.00
0.00
-951
-945
50
0 -2046
1000.00
0 -2051
1000.00
0 -2049
1000.00
0 -2045
2000.00
0 -2043
2000.00
0 -2041
2000.00
0 -1949
2000.00
0 -2038
2000.00
0 -2036
2000.00
0 -2034
2000.00
0 -2033
2000.00
0 -2031
2000.00
0 -2029
2000.00
0 -1947
2000.00
0 -2026
2000.00
0 -2024
2000.00
0 -2022
2000.00
0 -2021
2000.00
0 -2019
2000.00
0 -2017
2000.00
-901 -1689 -2053 PP G
0.00
0.00 1000.00
0 -2052 -2057 -2047
-947 PP G
0.00
0.00
-2056 -2057 -2052 PP G
0.00
0.00 1000.00
0 -2050 -2055 -2056 -2051 PP G
0.00
0.00
-2054 -2055 -2050 PP G
0.00
0.00 1000.00
0 -2048 -2053 -2054 -2049 PP G
0.00
0.00
-1716
0.00
0.00 2000.00
0 -2044 -1714 -1716 -2045 PP G
0.00
0.00
-1 -1840 PP G
-1712 -1714 -2044 PP G
0.00
-1708 -1710 -2042 PP G
0.00
6 -1706 -2040 PP G
0.00
-2044 -2045 -2039 PP G
0.00
-2042 -2043 -2037 PP G
0.00
-2040 -2041 -2035 PP G
-2039
0.00
-934 -1852 PP G
0.00
-2037 -2038 -2032 PP G
0.00
-2035 -2036 -2030 PP G
0.00
-1948 -2034 -2028 PP G
0.00
-2032 -2033 -2027 PP G
0.00
-2030 -2031 -2025 PP G
0.00
-2028 -2029 -2023 PP G
-2027
-932
0.00
-956 PP G
0.00
-2025 -2026 -2020 PP G
0.00
-2023 -2024 -2018 PP G
0.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0.00 2000.00
0 -2042 -1710 -1712 -2043 PP G
0 -2040 -1706 -1708 -2041 PP G
0 -2039 -2045 -1840
-934 PP G
0 -2037 -2043 -2044 -2038 PP G
0 -2035 -2041 -2042 -2036 PP G
0 -1948 -1949 -2040 -2034 PP G
0 -2032 -2038 -2039 -2033 PP G
0 -2030 -2036 -2037 -2031 PP G
0 -2028 -2034 -2035 -2029 PP G
0 -2027 -2033 -1852
-932 PP G
0 -2025 -2031 -2032 -2026 PP G
0 -2023 -2029 -2030 -2024 PP G
0 -1946 -1947 -2028 -2022 PP G
0 -2020 -2026 -2027 -2021 PP G
0 -2018 -2024 -2025 -2019 PP G
0 -2016 -2022 -2023 -2017 PP G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
ELENCO CARICHI ELEMENTI BIDIMENSIONALI
CONDIZIONE DI CARICO 3: Sottospinta idraulica
CARICHI UNIFORMI
Bid.
N1
N2
N3
N4
T DC
Qx
Qy
<kg/mq> <kg/mq>
Qz
<kg/mq>
<kg/mq>
---------------------------------------------------------0 -2348 -2364 -1789 -1790 M G
0.00
0.00 -5650.00
5650.00
0 -2279 -2295 -2296 -2280 M G
0.00
0.00 -5650.00
2800.00
0
8 -1157 -2141 -1934 M G
0.00
0.00 -5650.00
5650.00
0 -2345 -2361 -2362 -2346 M G
0.00
0.00 -5650.00
5650.00
0 -2343 -2359 -2360 -2344 M G
0.00
0.00 -5650.00
5650.00
0 -2341 -2357 -2358 -2342 M G
0.00
0.00 -5650.00
5650.00
0 -2339 -2355 -2356 -2340 M G
0.00
0.00 -5650.00
5650.00
0 -2337 -2353 -2354 -2338 M G
0.00
0.00 -5650.00
5650.00
0 -2335 -2351 -2352 -2336 M G
0.00
0.00 -5650.00
5650.00
0 -2333 -2349 -2350 -2334 M G
0.00
0.00 -5650.00
5650.00
0 -2332 -2348 -1790 -1791 M G
0.00
0.00 -5650.00
5650.00
0 -2330 -2346 -2347 -2331 M G
0.00
0.00 -5650.00
5650.00
0 -2328 -2344 -2345 -2329 M G
0.00
0.00 -5650.00
5650.00
0 -2326 -2342 -2343 -2327 M G
0.00
0.00 -5650.00
5650.00
0 -2324 -2340 -2341 -2325 M G
0.00
0.00 -5650.00
5650.00
0 -2322 -2338 -2339 -2323 M G
0.00
0.00 -5650.00
Bid.
N1
N2
N3
N4
T DC
Qx
Qy
<kg/mq> <kg/mq>
Qz
--------------------------------------------------------0 -2347 -2363 -2364 -2348 M G
0
-900 -1271 -2445 -2133 M G
0 -2346 -2362 -2363 -2347 M G
0 -2344 -2360 -2361 -2345 M G
0 -2342 -2358 -2359 -2343 M G
0.00
0.00
0.00
0.00
0.00
0.00 0.00 0.00 0.00 0.00 -
0 -2340 -2356 -2357 -2341 M G
0.00
0.00 -
0 -2338 -2354 -2355 -2339 M G
0.00
0.00 -
0 -2336 -2352 -2353 -2337 M G
0 -2334 -2350 -2351 -2335 M G
0 -1099 -1098 -2349 -2333 M G
0 -2331 -2347 -2348 -2332 M G
0 -2329 -2345 -2346 -2330 M G
0 -2327 -2343 -2344 -2328 M G
0 -2325 -2341 -2342 -2326 M G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 -
0 -2323 -2339 -2340 -2324 M G
0.00
0.00 -
0 -2321 -2337 -2338 -2322 M G
0.00
0.00 -
51
5650.00
0 -2320
5650.00
0 -2318
5650.00
0 -1100
5650.00
0 -2315
5650.00
0 -2313
5650.00
0 -2311
5650.00
0 -2309
5650.00
0 -2307
5650.00
0 -2305
5650.00
0 -2303
5650.00
0 -2301
5650.00
0 -2300
5650.00
0 -2298
5650.00
0 -2540
2800.00
0 -2538
2800.00
0 -2536
2800.00
0 -2534
2800.00
0 -2532
2800.00
0 -2530
2800.00
0 -2528
2800.00
0 -2526
2800.00
0 -1261
2800.00
0 -2523
2800.00
0 -2521
2800.00
0 -2519
2800.00
0 -2517
2800.00
0 -2515
2800.00
0 -2513
2800.00
0 -2511
2800.00
0 -2509
2800.00
0 -2508
2800.00
0 -2506
2800.00
0 -2504
2800.00
0 -2502
2800.00
0 -2500
2800.00
0 -2498
2800.00
0 -2496
2800.00
0 -2494
2800.00
0 -1265
2800.00
0 -2491
2800.00
0 -2489
2800.00
-2336 -2337 -2321 M G
0.00
0.00 -5650.00
0 -2319 -2335 -2336 -2320 M G
0.00
0.00 -
-2334 -2335 -2319 M G
0.00
0.00 -5650.00
0 -2317 -2333 -2334 -2318 M G
0.00
0.00 -
-1099 -2333 -2317 M G
0.00
0.00 -5650.00
0 -2316 -2332 -1791
-915 M G
0.00
0.00 -
-2331 -2332 -2316 M G
0.00
0.00 -5650.00
0 -2314 -2330 -2331 -2315 M G
0.00
0.00 -
-2329 -2330 -2314 M G
0.00
0.00 -5650.00
0 -2312 -2328 -2329 -2313 M G
0.00
0.00 -
-2327 -2328 -2312 M G
0.00
0.00 -5650.00
0 -2310 -2326 -2327 -2311 M G
0.00
0.00 -
-2325 -2326 -2310 M G
0.00
0.00 -5650.00
0 -2308 -2324 -2325 -2309 M G
0.00
0.00 -
-2323 -2324 -2308 M G
0.00
0.00 -5650.00
0 -2306 -2322 -2323 -2307 M G
0.00
0.00 -
-2321 -2322 -2306 M G
0.00
0.00 -5650.00
0 -2304 -2320 -2321 -2305 M G
0.00
0.00 -
-2319 -2320 -2304 M G
0.00
0.00 -5650.00
0 -2302 -2318 -2319 -2303 M G
0.00
0.00 -
-2317 -2318 -2302 M G
0.00
0.00 -5650.00
0
-914 -1100 -2317 -2301 M G
0.00
0.00 -
-2316
-915 -1764 M G
0.00
0.00 -5650.00
0 -2299 -2315 -2316 -2300 M G
0.00
0.00 -
-2314 -2315 -2299 M G
0.00
0.00 -5650.00
0 -2297 -2313 -2314 -2298 M G
0.00
0.00 -
-1840
-1 -1659 M G
0.00
0.00 -2800.00
0 -2539
-934 -1840 -2540 M G
0.00
0.00 -
-1852
-934 -2539 M G
0.00
0.00 -2800.00
0 -2537
-932 -1852 -2538 M G
0.00
0.00 -
-956
-932 -2537 M G
0.00
0.00 -2800.00
0 -2535 -1864
-956 -2536 M G
0.00
0.00 -
-928 -1864 -2535 M G
0.00
0.00 -2800.00
0 -2533
-958
-928 -2534 M G
0.00
0.00 -
-926 -1886 -2532 M G
0.00
0.00 -
-960 -2530 M G
0.00
0.00 -
-924 -1920 -2528 M G
0.00
0.00 -
-1886
-958 -2533 M G
0.00
0.00 -2800.00
0 -2531
-960
-926 -2531 M G
0.00
0.00 -2800.00
0 -2529 -1922
-1920 -1922 -2529 M G
0.00
0.00 -2800.00
0 -2527
-924 -2527 M G
0.00
0.00 -2800.00
0 -2525 -1913
-922 -2526 M G
0.00
0.00 -
-2 -1913 -2525 M G
0.00
0.00 -2800.00
0 -2524 -2540 -1659 -1661 M G
0.00
0.00 -
-2539 -2540 -2524 M G
0.00
0.00 -2800.00
0 -2522 -2538 -2539 -2523 M G
0.00
0.00 -
-2537 -2538 -2522 M G
0.00
0.00 -2800.00
0 -2520 -2536 -2537 -2521 M G
0.00
0.00 -
-2535 -2536 -2520 M G
0.00
0.00 -2800.00
0 -2518 -2534 -2535 -2519 M G
0.00
0.00 -
-2533 -2534 -2518 M G
0.00
0.00 -2800.00
0 -2516 -2532 -2533 -2517 M G
0.00
0.00 -
-2531 -2532 -2516 M G
0.00
0.00 -2800.00
0 -2514 -2530 -2531 -2515 M G
0.00
0.00 -
-2529 -2530 -2514 M G
0.00
0.00 -2800.00
0 -2512 -2528 -2529 -2513 M G
0.00
0.00 -
-2527 -2528 -2512 M G
0.00
0.00 -2800.00
0 -2510 -2526 -2527 -2511 M G
0.00
0.00 -
-2525 -2526 -2510 M G
0.00
0.00 -2800.00
0 -1263 -1261 -2525 -2509 M G
0.00
0.00 -
-2524 -1661 -1663 M G
0.00
0.00 -2800.00
0 -2507 -2523 -2524 -2508 M G
0.00
0.00 -
-2522 -2523 -2507 M G
0.00
0.00 -2800.00
0 -2505 -2521 -2522 -2506 M G
0.00
0.00 -
-2520 -2521 -2505 M G
0.00
0.00 -2800.00
0 -2503 -2519 -2520 -2504 M G
0.00
0.00 -
-2518 -2519 -2503 M G
0.00
0.00 -2800.00
0 -2501 -2517 -2518 -2502 M G
0.00
0.00 -
-2516 -2517 -2501 M G
0.00
0.00 -2800.00
0 -2499 -2515 -2516 -2500 M G
0.00
0.00 -
-2514 -2515 -2499 M G
0.00
0.00 -2800.00
0 -2497 -2513 -2514 -2498 M G
0.00
0.00 -
-2512 -2513 -2497 M G
0.00
0.00 -2800.00
0 -2495 -2511 -2512 -2496 M G
0.00
0.00 -
-2510 -2511 -2495 M G
0.00
0.00 -2800.00
0 -2493 -2509 -2510 -2494 M G
0.00
0.00 -
-1263 -2509 -2493 M G
0.00
0.00 -2800.00
0 -2492 -2508 -1663
-980 M G
0.00
0.00 -
-2507 -2508 -2492 M G
0.00
0.00 -2800.00
0 -2490 -2506 -2507 -2491 M G
0.00
0.00 -
-2505 -2506 -2490 M G
0.00
0.00 -2800.00
0 -2488 -2504 -2505 -2489 M G
0.00
0.00 -
-922
52
0 -2487
2800.00
0 -2485
2800.00
0 -2483
2800.00
0 -2481
2800.00
0 -2479
2800.00
0 -2477
2800.00
0 -2476
2800.00
0 -2474
2800.00
0 -2472
2800.00
0 -2470
2800.00
0 -2468
2800.00
0 -2466
2800.00
0 -2464
2800.00
0 -2462
2800.00
0 -1269
2800.00
0 -2459
2800.00
0 -2457
2800.00
0 -2455
2800.00
0 -2453
2800.00
0 -2451
2800.00
0 -2449
2800.00
0 -2447
2800.00
0 -2445
2800.00
0 -2046
2800.00
0 -2058
2800.00
0 -962
2800.00
0 -950
2800.00
0 -2092
2800.00
0 -966
2800.00
0 -2109
2800.00
0 -952
2800.00
0 -2444
5650.00
0 -2442
5650.00
0 -2440
5650.00
0 -2438
5650.00
0 -2436
5650.00
0 -2434
5650.00
0 -2432
5650.00
0 -2430
5650.00
0 -1093
5650.00
0 -2427
5650.00
0 -2425
-2503 -2504 -2488 M G
0.00
0.00 -2800.00
0 -2486 -2502 -2503 -2487 M G
0.00
0.00 -
-2501 -2502 -2486 M G
0.00
0.00 -2800.00
0 -2484 -2500 -2501 -2485 M G
0.00
0.00 -
-2499 -2500 -2484 M G
-2497 -2498 -2482 M G
-2495 -2496 -2480 M G
-2493 -2494 -2478 M G
-2492
-980 -1685 M G
-2490 -2491 -2475 M G
-2488 -2489 -2473 M G
-2486 -2487 -2471 M G
-2484 -2485 -2469 M G
-2482 -2483 -2467 M G
-2480 -2481 -2465 M G
-2478 -2479 -2463 M G
-1267 -2477 -2461 M G
-2475 -2476 -2460 M G
-2473 -2474 -2458 M G
-2471 -2472 -2456 M G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0 -2482 -2498 -2499 -2483 M G
0 -2480 -2496 -2497 -2481 M G
0 -2478 -2494 -2495 -2479 M G
0 -1267 -1265 -2493 -2477 M G
0 -2475 -2491 -2492 -2476 M G
0 -2473 -2489 -2490 -2474 M G
0 -2471 -2487 -2488 -2472 M G
0 -2469 -2485 -2486 -2470 M G
0 -2467 -2483 -2484 -2468 M G
0 -2465 -2481 -2482 -2466 M G
0 -2463 -2479 -2480 -2464 M G
0 -2461 -2477 -2478 -2462 M G
0 -2460 -2476 -1685 -1687 M G
0 -2458 -2474 -2475 -2459 M G
0 -2456 -2472 -2473 -2457 M G
0 -2454 -2470 -2471 -2455 M G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -
-2469 -2470 -2454 M G
0.00
0.00 -2800.00
0 -2452 -2468 -2469 -2453 M G
0.00
0.00 -
-2467 -2468 -2452 M G
0.00
0.00 -2800.00
0 -2450 -2466 -2467 -2451 M G
0.00
0.00 -
-2465 -2466 -2450 M G
-2463 -2464 -2448 M G
-2461 -2462 -2446 M G
-2460 -1687
-2458 -2459
-2456 -2457
-901 M G
-946 M G
-944 M G
-2454 -2455 -2075 M G
-2452 -2453
-2450 -2451
-964 M G
-948 M G
-2448 -2449 -2111 M G
-2446 -2447
-954 M G
5 -1784 -1784 M G
-1404 -1406 -2443 M G
-1401 -1402 -2441 M G
-1399 -1400 -2439 M G
-1397 -1398 -2437 M G
-1395 -1396 -2435 M G
-1393 -1394 -2433 M G
-1391 -1392 -2431 M G
7 -1390 -2429 M G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -2800.00
0.00 -5650.00
0.00 -5650.00
0.00 -5650.00
0.00 -5650.00
0.00 -5650.00
0.00 -5650.00
0.00 -5650.00
0.00 -5650.00
0.00 -5650.00
0 -2448 -2464 -2465 -2449 M G
0 -2446 -2462 -2463 -2447 M G
0 -1271 -1269 -2461 -2445 M G
0
0
-946 -2459 -2460 -2046 M G
-944 -2457 -2458 -2058 M G
0 -2075 -2455 -2456
0
0
-964 -2453 -2454
-950 M G
-948 -2451 -2452 -2092 M G
0 -2111 -2449 -2450
0
-962 M G
-966 M G
-954 -2447 -2448 -2109 M G
0 -2133 -2445 -2446
0 -2443 -1406
-952 M G
5 -2444 M G
0 -2441 -1402 -1404 -2442 M G
0 -2439 -1400 -1401 -2440 M G
0 -2437 -1398 -1399 -2438 M G
0 -2435 -1396 -1397 -2436 M G
0 -2433 -1394 -1395 -2434 M G
0 -2431 -1392 -1393 -2432 M G
0 -2429 -1390 -1391 -2430 M G
0 -2428 -2444 -1784 -1785 M G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5650.00
0 -2423
5650.00
0 -2421
5650.00
0 -2419
5650.00
0 -2417
5650.00
0 -2415
5650.00
0 -2413
5650.00
0 -2412
5650.00
0 -2410
5650.00
0 -2408
5650.00
0 -2406
5650.00
0 -2404
5650.00
0 -2402
5650.00
0 -2400
5650.00
0 -2398
5650.00
0 -1095
5650.00
0 -2395
5650.00
0 -2393
5650.00
0 -2391
5650.00
0 -2389
5650.00
0 -2387
5650.00
0 -2385
5650.00
0 -2383
5650.00
0 -2381
5650.00
0 -2380
5650.00
0 -2378
5650.00
0 -2376
5650.00
0 -2374
5650.00
0 -2372
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5650.00
0 -1937
5650.00
0 -1935
5650.00
0 -2290
5650.00
0 -2288
5650.00
0 -2286
-2148 -2149 -1942 M G
0.00
0.00 -5650.00
0 -1940 -2147 -2148 -1941 M G
0.00
0.00 -
-2146 -2147 -1940 M G
0.00
0.00 -5650.00
0 -1938 -2145 -2146 -1939 M G
0.00
0.00 -
-2144 -2145 -1938 M G
0.00
0.00 -5650.00
0 -1936 -2143 -2144 -1937 M G
0.00
0.00 -
-2142 -2143 -1936 M G
0.00
0.00 -5650.00
0 -1934 -2141 -2142 -1935 M G
0.00
0.00 -
-2306 -2307 -2291 M G
0.00
0.00 -5650.00
0 -2289 -2305 -2306 -2290 M G
0.00
0.00 -
-2304 -2305 -2289 M G
0.00
0.00 -5650.00
0 -2287 -2303 -2304 -2288 M G
0.00
0.00 -
-2302 -2303 -2287 M G
0.00
0.00 -5650.00
ELENCO CARICHI ELEMENTI BIDIMENSIONALI
CONDIZIONE DI CARICO 4: Carico acqua
CARICHI UNIFORMI
Bid.
N1
N2
N3
N4 T DC
Qx
Qy
Qz
<kg/mq> <kg/mq> <kg/mq>
--------------------------------------------------------0 -2348 -2364 -1789 -1790 M G
0.00
0.00 2200.00
0 -2279 -2295 -2296 -2280 M G
0.00
0.00 2200.00
0 -2346 -2362 -2363 -2347 M G
0.00
0.00 2200.00
0 -2344 -2360 -2361 -2345 M G
0.00
0.00 2200.00
0 -2342 -2358 -2359 -2343 M G
0.00
0.00 2200.00
0 -2340 -2356 -2357 -2341 M G
0.00
0.00 2200.00
0 -2338 -2354 -2355 -2339 M G
0.00
0.00 2200.00
0 -2336 -2352 -2353 -2337 M G
0.00
0.00 2200.00
0 -2334 -2350 -2351 -2335 M G
0.00
0.00 2200.00
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0.00
0.00 2200.00
0 -2331 -2347 -2348 -2332 M G
0.00
0.00 2200.00
0 -2329 -2345 -2346 -2330 M G
0.00
0.00 2200.00
0 -2327 -2343 -2344 -2328 M G
0.00
0.00 2200.00
0 -2325 -2341 -2342 -2326 M G
0.00
0.00 2200.00
0 -2323 -2339 -2340 -2324 M G
0.00
0.00 2200.00
0 -2321 -2337 -2338 -2322 M G
0.00
0.00 2200.00
0 -2319 -2335 -2336 -2320 M G
0.00
0.00 2200.00
0 -2317 -2333 -2334 -2318 M G
0.00
0.00 2200.00
0 -2316 -2332 -1791 -915 M G
0.00
0.00 2200.00
0 -2314 -2330 -2331 -2315 M G
0.00
0.00 2200.00
0 -2312 -2328 -2329 -2313 M G
0.00
0.00 2200.00
0 -2310 -2326 -2327 -2311 M G
0.00
0.00 2200.00
0 -2308 -2324 -2325 -2309 M G
0.00
0.00 2200.00
0 -2306 -2322 -2323 -2307 M G
0.00
0.00 2200.00
0 -2304 -2320 -2321 -2305 M G
0.00
0.00 2200.00
0 -2302 -2318 -2319 -2303 M G
0.00
0.00 2200.00
0 -914 -1100 -2317 -2301 M G
0.00
0.00 2200.00
0 -2299 -2315 -2316 -2300 M G
0.00
0.00 2200.00
0 -2297 -2313 -2314 -2298 M G
0.00
0.00 2200.00
0 -2443 -1406
5 -2444 M G
0.00
0.00 2200.00
0 -2441 -1402 -1404 -2442 M G
0.00
0.00 2200.00
0 -2439 -1400 -1401 -2440 M G
0.00
0.00 2200.00
0 -2437 -1398 -1399 -2438 M G
0.00
0.00 2200.00
0 -2435 -1396 -1397 -2436 M G
0.00
0.00 2200.00
0 -2433 -1394 -1395 -2434 M G
0.00
0.00 2200.00
0 -2431 -1392 -1393 -2432 M G
0.00
0.00 2200.00
0 -2429 -1390 -1391 -2430 M G
0.00
0.00 2200.00
0 -2428 -2444 -1784 -1785 M G
0.00
0.00 2200.00
0 -2426 -2442 -2443 -2427 M G
0.00
0.00 2200.00
0 -2424 -2440 -2441 -2425 M G
0.00
0.00 2200.00
0 -2422 -2438 -2439 -2423 M G
0.00
0.00 2200.00
0 -2420 -2436 -2437 -2421 M G
0.00
0.00 2200.00
0 -2418 -2434 -2435 -2419 M G
0.00
0.00 2200.00
0 -2416 -2432 -2433 -2417 M G
0.00
0.00 2200.00
0 -2414 -2430 -2431 -2415 M G
0.00
0.00 2200.00
0 -1094 -1093 -2429 -2413 M G
0.00
0.00 2200.00
0 -2411 -2427 -2428 -2412 M G
0.00
0.00 2200.00
0 -2409 -2425 -2426 -2410 M G
0.00
0.00 2200.00
0 -2407 -2423 -2424 -2408 M G
0.00
0.00 2200.00
0 -2405 -2421 -2422 -2406 M G
0.00
0.00 2200.00
0 -2403 -2419 -2420 -2404 M G
0.00
0.00 2200.00
0 -2401 -2417 -2418 -2402 M G
0.00
0.00 2200.00
0 -2399 -2415 -2416 -2400 M G
0.00
0.00 2200.00
0 -2397 -2413 -2414 -2398 M G
0.00
0.00 2200.00
0 -2396 -2412 -1786 -1787 M G
0.00
0.00 2200.00
0 -2394 -2410 -2411 -2395 M G
0.00
0.00 2200.00
0 -2392 -2408 -2409 -2393 M G
0.00
0.00 2200.00
0 -2390 -2406 -2407 -2391 M G
0.00
0.00 2200.00
0 -2388 -2404 -2405 -2389 M G
0.00
0.00 2200.00
0 -2386 -2402 -2403 -2387 M G
0.00
0.00 2200.00
Bid.
N1
N2
N3
N4 T DC
Qx
Qy
Qz
<kg/mq> <kg/mq> <kg/mq>
--------------------------------------------------------0 -2347 -2363 -2364 -2348 M G
0.00
0.00 2200.00
0
8 -1157 -2141 -1934 M G
0.00
0.00 2200.00
0 -2345 -2361 -2362 -2346 M G
0.00
0.00 2200.00
0 -2343 -2359 -2360 -2344 M G
0.00
0.00 2200.00
0 -2341 -2357 -2358 -2342 M G
0.00
0.00 2200.00
0 -2339 -2355 -2356 -2340 M G
0.00
0.00 2200.00
0 -2337 -2353 -2354 -2338 M G
0.00
0.00 2200.00
0 -2335 -2351 -2352 -2336 M G
0.00
0.00 2200.00
0 -2333 -2349 -2350 -2334 M G
0.00
0.00 2200.00
0 -2332 -2348 -1790 -1791 M G
0.00
0.00 2200.00
0 -2330 -2346 -2347 -2331 M G
0.00
0.00 2200.00
0 -2328 -2344 -2345 -2329 M G
0.00
0.00 2200.00
0 -2326 -2342 -2343 -2327 M G
0.00
0.00 2200.00
0 -2324 -2340 -2341 -2325 M G
0.00
0.00 2200.00
0 -2322 -2338 -2339 -2323 M G
0.00
0.00 2200.00
0 -2320 -2336 -2337 -2321 M G
0.00
0.00 2200.00
0 -2318 -2334 -2335 -2319 M G
0.00
0.00 2200.00
0 -1100 -1099 -2333 -2317 M G
0.00
0.00 2200.00
0 -2315 -2331 -2332 -2316 M G
0.00
0.00 2200.00
0 -2313 -2329 -2330 -2314 M G
0.00
0.00 2200.00
0 -2311 -2327 -2328 -2312 M G
0.00
0.00 2200.00
0 -2309 -2325 -2326 -2310 M G
0.00
0.00 2200.00
0 -2307 -2323 -2324 -2308 M G
0.00
0.00 2200.00
0 -2305 -2321 -2322 -2306 M G
0.00
0.00 2200.00
0 -2303 -2319 -2320 -2304 M G
0.00
0.00 2200.00
0 -2301 -2317 -2318 -2302 M G
0.00
0.00 2200.00
0 -2300 -2316 -915 -1764 M G
0.00
0.00 2200.00
0 -2298 -2314 -2315 -2299 M G
0.00
0.00 2200.00
0 -2444
5 -1784 -1784 M G
0.00
0.00 2200.00
0 -2442 -1404 -1406 -2443 M G
0.00
0.00 2200.00
0 -2440 -1401 -1402 -2441 M G
0.00
0.00 2200.00
0 -2438 -1399 -1400 -2439 M G
0.00
0.00 2200.00
0 -2436 -1397 -1398 -2437 M G
0.00
0.00 2200.00
0 -2434 -1395 -1396 -2435 M G
0.00
0.00 2200.00
0 -2432 -1393 -1394 -2433 M G
0.00
0.00 2200.00
0 -2430 -1391 -1392 -2431 M G
0.00
0.00 2200.00
0 -1093
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0.00
0.00 2200.00
0 -2427 -2443 -2444 -2428 M G
0.00
0.00 2200.00
0 -2425 -2441 -2442 -2426 M G
0.00
0.00 2200.00
0 -2423 -2439 -2440 -2424 M G
0.00
0.00 2200.00
0 -2421 -2437 -2438 -2422 M G
0.00
0.00 2200.00
0 -2419 -2435 -2436 -2420 M G
0.00
0.00 2200.00
0 -2417 -2433 -2434 -2418 M G
0.00
0.00 2200.00
0 -2415 -2431 -2432 -2416 M G
0.00
0.00 2200.00
0 -2413 -2429 -2430 -2414 M G
0.00
0.00 2200.00
0 -2412 -2428 -1785 -1786 M G
0.00
0.00 2200.00
0 -2410 -2426 -2427 -2411 M G
0.00
0.00 2200.00
0 -2408 -2424 -2425 -2409 M G
0.00
0.00 2200.00
0 -2406 -2422 -2423 -2407 M G
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0.00 2200.00
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0.00
0.00 2200.00
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0.00
0.00 2200.00
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0.00
0.00 2200.00
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0.00
0.00 2200.00
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0.00
0.00 2200.00
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0.00
0.00 2200.00
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0.00
0.00 2200.00
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-2383
-2381
-2380
-2378
-2376
-2374
-2372
-2370
-2368
-2366
-1097
-2363
-2361
-2359
-2357
-2355
-2353
-2351
-2349
-2280
-2282
-2284
-2285
-2295
-2293
-2291
-2277
-2275
-2273
-2271
-2269
-2268
-2266
-2264
-2262
-2260
-2258
-2256
-2254
-904
-2251
-2249
-2247
-2245
-2243
-2241
-2239
-2237
-2236
-2234
-2232
-2230
-2228
-2226
-2224
-2222
-1185
-2219
-2217
-2215
-2213
-2211
-2209
-2207
-2205
-2204
-2202
-2200
-2198
-2196
-2194
-2192
-2190
-1189
-2187
-2185
-2183
-2181
-2179
-2177
-2175
-2173
-2172
-2399
-2397
-2396
-2394
-2392
-2390
-2388
-2386
-2384
-2382
-1096
-2379
-2377
-2375
-2373
-2371
-2369
-2367
-2365
-2296
-2298
-2300
-2301
-2311
-2309
-2307
-2293
-2291
-2289
-2287
-2285
-2284
-2282
-2280
-2278
-2276
-2274
-2272
-2270
-1007
-2267
-2265
-2263
-2261
-2259
-2257
-2255
-2253
-2252
-2250
-2248
-2246
-2244
-2242
-2240
-2238
-1183
-2235
-2233
-2231
-2229
-2227
-2225
-2223
-2221
-2220
-2218
-2216
-2214
-2212
-2210
-2208
-2206
-1187
-2203
-2201
-2199
-2197
-2195
-2193
-2191
-2189
-2188
-2400
-2398
-1787
-2395
-2393
-2391
-2389
-2387
-2385
-2383
-2381
-2380
-2378
-2376
-2374
-2372
-2370
-2368
-2366
-2297
-2299
-1764
-2302
-2312
-2310
-2308
-2294
-2292
-2290
-2288
-2286
-1765
-2283
-2281
-2279
-2277
-2275
-2273
-2271
-2269
-2268
-2266
-2264
-2262
-2260
-2258
-2256
-2254
-1730
-2251
-2249
-2247
-2245
-2243
-2241
-2239
-2237
-2236
-2234
-2232
-2230
-2228
-2226
-2224
-2222
-1732
-2219
-2217
-2215
-2213
-2211
-2209
-2207
-2205
-2204
-2202
-2200
-2198
-2196
-2194
-2192
-2190
-921
-2384
-2382
-1788
-2379
-2377
-2375
-2373
-2371
-2369
-2367
-2365
-2364
-2362
-2360
-2358
-2356
-2354
-2352
-2350
-2281
-2283
-1765
-2286
-2296
-2294
-2292
-2278
-2276
-2274
-2272
-2270
-907
-2267
-2265
-2263
-2261
-2259
-2257
-2255
-2253
-2252
-2250
-2248
-2246
-2244
-2242
-2240
-2238
-1731
-2235
-2233
-2231
-2229
-2227
-2225
-2223
-2221
-2220
-2218
-2216
-2214
-2212
-2210
-2208
-2206
-1733
-2203
-2201
-2199
-2197
-2195
-2193
-2191
-2189
-2188
-2186
-2184
-2182
-2180
-2178
-2176
-2174
-1704
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
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0.00
0.00
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0.00
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0.00
0.00
0.00
0.00
0.00
0.00
0.00
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0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-2171
-2169
-2167
-2165
-2163
-2161
-2159
-2157
-2156
-2154
-2152
-2150
-2148
-2146
-2144
-2142
-1157
-1948
-1946
-1944
-1942
-1940
-1938
-1936
-1934
-2289
-2287
-2187
-2185
-2183
-2181
-2179
-2177
-2175
-2173
-2172
-2170
-2168
-2166
-2164
-2162
-2160
-2158
-1155
-2155
-2153
-2151
-2149
-2147
-2145
-2143
-2141
-2305
-2303
-2188
-2186
-2184
-2182
-2180
-2178
-2176
-2174
-1704
-2171
-2169
-2167
-2165
-2163
-2161
-2159
-2157
-2156
-2154
-2152
-2150
-2148
-2146
-2144
-2142
-2306
-2304
-2172
-2170
-2168
-2166
-2164
-2162
-2160
-2158
-1705
-2155
-2153
-2151
-2149
-2147
-2145
-2143
-2141
-1949
-1947
-1945
-1943
-1941
-1939
-1937
-1935
-2290
-2288
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-2170
-2168
-2166
-2164
-2162
-2160
-2158
-1155
-2155
-2153
-2151
-2149
-2147
-2145
-2143
-2141
-1949
-1947
-1945
-1943
-1941
-1939
-1937
-1935
-2290
-2288
-2286
-2186
-2184
-2182
-2180
-2178
-2176
-2174
-920
-2171
-2169
-2167
-2165
-2163
-2161
-2159
-2157
-2156
-2154
-2152
-2150
-2148
-2146
-2144
-2142
-2306
-2304
-2302
-2187
-2185
-2183
-2181
-2179
-2177
-2175
-2173
-2172
-2170
-2168
-2166
-2164
-2162
-2160
-2158
-1705
-2155
-2153
-2151
-2149
-2147
-2145
-2143
-2307
-2305
-2303
-2171
-2169
-2167
-2165
-2163
-2161
-2159
-2157
-2156
-2154
-2152
-2150
-2148
-2146
-2144
-2142
6
-1948
-1946
-1944
-1942
-1940
-1938
-1936
-2291
-2289
-2287
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
2200.00
Jpz
= Moltiplicatore del momento d'inerzia intorno all'asse Z
CCE
Comm.
s
Mx
My
Mz
Jpx Jpy Jpz
-----------------------------------------------------------1 PP+Perm
1.00 1.00 1.00 0.00 0.00 0.00 1.00
2 Accidentali
1.00 1.00 1.00 0.00 0.00 0.00 1.00
3 Sottospinta idraulica 1.00 1.00 1.00 0.00 0.00 0.00 1.00
4 Carico acqua
1.00 1.00 1.00 0.00 0.00 0.00 1.00
5 Sisma dir. X
-------6 Sisma dir. Y
--------
COMBINAZIONI DELLE CCE:
Simbologia
CC
= Numero della combinazione delle condizioni di carico elementari
Comm. = Commento
An.
= Tipo di analisi
L = Lineare
NL = Non lineare
Bk
= Buckling
S = Si
N = No
La modellazione della struttura e la rielaborazione dei risultati del calcolo sono stati effettuati con:
ModeSt ver. 7.12, prodotto da Tecnisoft s.a.s. - Prato
CC
Comm.
An. Bk
1
2
3
4 ±S X ±S Y
--------------------------------------------------------1 Carichi verticali L
N 1.00 1.00 1.00 1.00 0.00 0.00
2 Sisma dir. X
L
N 1.00 1.00 1.00 1.00 1.00 0.00
3 Sisma dir. Y
L
N 1.00 1.00 1.00 1.00 0.00 1.00
4 Vasca vuota
L
N 1.00 0.00 1.00 0.00 0.00 0.00
5 Vasca piena
L
N 1.00 1.00 0.00 1.00 0.00 0.00
La struttura è stata calcolata utilizzando come solutore agli elementi finiti:
Xfinest ver. 8.1, prodotto da Ce.A.S. S.r.l. - Milano
ELENCO BARICENTRI E MASSE IMPALCATI:
PARAMETRI DI CALCOLO
Simbologia
Tipo di normativa: tensioni ammissibili
Tipo di Calcolo: analisi sismica dinamica
Schematizzazione piani rigidi: metodo Master-Slave
Modalità di recupero masse secondarie: trasferire all'impalcato più vicino con modifica XY baricentro
Imp.
X
Y
Z
Mo
Jpz
Diff.%
Opzioni di calcolo: - Sono state considerate infinitamente rigide le zone di connessione fra travi, pilastri ed
elementi bidimensionali con una riduzione del 20%
- Calcolo con offset rigidi dai nodi: no
- Uniformare i carichi variabili: no
- Massimizzare i carichi variabili: no
- Minimo carico da considerare: 0 <kg/m>
- Recupero carichi zone rigide: taglio e momento flettente
- Modalità di combinazione momento torcente: disaccoppiare le azioni
=
=
=
=
=
=
=
Numero dell'impalcato
Coordinata X
Coordinata Y
Coordinata Z
Massa orizzontale
Momento d'inerzia polare intorno all'asse Z
Differenza percentuale della massa rispetto all'impalcato precedente
Imp.
X
Y
Z
Mo
Jpz
Diff.%
<m> <m> <m>
<KG>
<KG*mq>
---------------------------------------------1 5.75 3.92 6.20 73947.10 1932770.00
0.00
Opzioni del solutore:
- Tipo di elemento bidimensionale: ISOSHELL
- Trascura deformabilità a taglio delle aste: No
- Analisi dinamica con metodo di Lanczos: No
- Check sequenza di Sturm: Si
- Soluzione matrice con metodo ver. 5.1: No
- Analisi non lineare con Newton modificato: No
- Usa formulazione secante per Buckling: No
- Trascura Buckling torsionale: No
ELENCO MODI DI VIBRARE E MASSE PARTECIPANTI
Simbologia
Modo
C
Per.
Diff.
%Mx
%My
%Mz
%Jpz
Dati di calcolo:
- Grado di sismicità: 9
- Coeff. di protezione: 1
- Coeff. di fondazione: 1
- Coeff. di struttura: 1.2
- Angolo di ingresso del sisma: 0.00 <grad>
- Modi richiesti da calcolare: 3
- Modi da considerare: tali da movimentare una percentuale di massa pari a 85%
- Spettro di risposta di progetto previsto dalla normativa Italiana
smorzamento spettro: 0%
=
=
=
=
=
=
=
=
Numero del modo di vibrare
* indica che il modo è stato considerato
Periodo
Minima differenza percentuale dagli altri periodi
Percentuale massa partecipante in dir. X
Percentuale massa partecipante in dir. Y
Percentuale massa partecipante in dir. Z
Percentuale momento d’inerzia polare partecipante intorno all’asse Z
Modo
C Per. Diff.
%Mx
%My
%Mz
%Jpz
--------------------------------------------------1 * 0.0327 7.86 0.093 92.250 0.000 7.657
2 * 0.0303 7.86 99.903 0.097 0.000 0.001
3 * 0.0175 73.78 0.004 7.653 0.000 92.343
Tot.cons.
100.00 100.00
0.00 100.00
CONDIZIONI DI CARICO ELEMENTARI:
ELENCO COEFFICENTI DI RISPOSTA E DI PARTECIPAZIONE
Simbologia
Simbologia
CCE
Comm.
s
Mx
My
Mz
Jpx
Jpy
=
=
=
=
=
=
=
=
Numero della condizione di
Commento
Coeff. di riduzione
Moltiplicatore della massa
Moltiplicatore della massa
Moltiplicatore della massa
Moltiplicatore del momento
Moltiplicatore del momento
carico elementare
Modo
Coeff.
Coeff.
Coeff.
Coeff.
Coeff.
in dir. X
in dir. Y
in dir. Z
d'inerzia intorno all'asse X
d'inerzia intorno all'asse Y
59
risp. X
risp. Y
risp. Z
part.
part. +90
=
=
=
=
=
=
Numero del modo
Coefficiente di
Coefficiente di
Coefficiente di
Coefficiente di
Coefficiente di
di vibrare
risposta in dir. X
risposta in dir. Y
risposta in dir. Z
partecipazione in dir.
partecipazione in dir.
+90
60
Modo Coeff. risp. X Coeff. risp. Y Coeff. risp. Z Coeff. part.
Coeff. part. +90
---------------------------------------------------------------------------------1
1.00
1.00
1.00
-8.30
261.18
2
1.00
1.00
1.00
271.80
8.45
3
1.00
1.00
1.00
-1.70
75.23
106
106
107
107
107
107
107
107
107
107
107
107
107
107
107
107
108
108
108
108
108
108
108
108
108
108
108
108
108
108
108
108
109
109
109
109
109
109
109
109
110
110
110
110
110
110
110
110
111
111
111
111
111
111
111
111
112
112
112
112
112
112
112
112
113
113
113
113
113
113
113
113
114
114
114
114
114
114
114
114
115
115
115
SOLLECITAZIONI ASTE
Simbologia
Asta
N1
N2
X
N
CC
Ty
Mz
Tz
My
Mx
=
=
=
=
=
=
=
=
=
=
=
Numero dell'asta
Nodo1
Nodo2
Coordinata progressiva rispetto al nodo iniziale
Sforzo normale
Numero della combinazione delle condizioni di carico elementari
Taglio in dir. Y
Momento flettente intorno all'asse Z
Taglio in dir. Z
Momento flettente intorno all'asse Y
Momento torcente intorno all'asse X
Asta
N1
N2
X
N CC Ty CC
Mz CC
Tz
CC
My
CC
Mx
CC
<cm> <kg>
<kg>
<kgm>
<kg>
<kgm>
<kgm>
----------------------------------------------------------------------------------------101 -911 -940 Max
80.00 0.00 1 0.00 2 0.00 3
7335.47 3 -4534.11 4
0.00 4
101 -911 -940 Max 215.00 0.00 1 0.00 2 0.00 2
5168.31 3
1701.64 3
0.00 4
101 -911 -940 Min. 80.00 0.00 1 0.00 2 0.00 5
4844.20 4 -6776.50 5
0.00 3
101 -911 -940 Min. 215.00 0.00 1 0.00 2 0.00 2
3531.46 4
1119.46 4
0.00 3
101 -940 -938 Max
0.00 0.00 1 0.00 3 0.00 2
4092.17 3
195.19 3
145.55 3
101 -940 -938 Max 184.06
3944.79 3
101 -940 -938 Max 380.00 0.00 1 0.00 3 0.00 2 -3118.24 4
-292.46 4
145.55 3
101 -940 -938 Min.
0.00 0.00 1 0.00 4 0.00 2
2930.98 4
63.32 4
99.20 4
101 -940 -938 Min. 184.06
2761.56 4
101 -940 -938 Min. 380.00 0.00 1 0.00 4 0.00 4 -4369.97 3
-380.39 5
99.20 4
101 -938 -913 Max
0.00 0.00 1 0.00 2 0.00 2 -4245.49 4
1204.38 3
0.00 3
101 -938 -913 Max 114.99 0.00 1 0.00 2 0.00 4 -5363.66 4 -4741.02 4
0.00 3
101 -938 -913 Min.
0.00 0.00 1 0.00 2 0.00 2 -6232.14 3
783.77 4
0.00 4
101 -938 -913 Min. 114.99 0.00 1 0.00 2 0.00 3 -8078.08 3 -7065.48 5
0.00 4
102 -905 -943 Max
80.00 0.00 1 0.00 3 0.00 2 19145.00 3 -5446.90 4
0.00 5
102 -905 -943 Max 170.00 0.00 1 0.00 3 0.00 3 16086.70 3
6478.01 3
0.00 5
102 -905 -943 Min. 80.00 0.00 1 0.00 3 0.00 2 11553.50 4 -10352.70 5
0.00 2
102 -905 -943 Min. 170.00 0.00 1 0.00 3 0.00 3
9384.43 4
3975.18 4
0.00 2
102 -943 -941 Max
0.00 0.00 1 0.00 5 0.00 2 10084.80 3
8440.40 3 -2651.74 4
102 -943 -941 Max
45.00 0.00 1 0.00 5 0.00 5
8943.73 3 12667.20 3 -2651.74 4
102 -943 -941 Min.
0.00 0.00 1 0.00 3 0.00 2
6526.64 4
4990.66 4 -4663.81 5
102 -943 -941 Min. 45.00 0.00 1 0.00 3 0.00 2
5830.22 4
7770.95 4 -4663.81 5
102 -941 -939 Max
0.00 0.00 1 0.00 4 0.00 2
4221.35 3 14173.70 3 -983.12 4
102 -941 -939 Max 129.44
16823.50 3
102 -941 -939 Max 380.00 0.00 1 0.00 4 0.00 2 -5145.45 4
7196.81 3 -983.12 4
102 -941 -939 Min.
0.00 0.00 1 0.00 5 0.00 2
3089.53 4
8827.09 4 -1787.44 3
102 -941 -939 Min. 142.50
11029.40 4
102 -941 -939 Min. 380.00 0.00 1 0.00 5 0.00 2 -7900.26 3
4920.85 4 -1787.44 3
102 -939 -908 Max
0.00 0.00 1 0.00 2 0.00 2 -7342.83 4
5660.96 3
0.00 2
102 -939 -908 Max 114.99 0.00 1 0.00 2 0.00 2 -9122.42 4 -5622.09 4
0.00 2
102 -939 -908 Min.
0.00 0.00 1 0.00 2 0.00 2 -11737.40 3
3844.62 4
0.00 4
102 -939 -908 Min. 114.99 0.00 1 0.00 2 0.00 2 -14653.10 3 -10456.20 5
0.00 4
103 -919 -942 Max
80.00 0.00 1 0.00 5 0.00 2
9679.86 3 -3820.00 4
0.00 5
103 -919 -942 Max 170.00 0.00 1 0.00 5 0.00 5
6935.99 3
338.60 3
0.00 5
103 -919 -942 Min. 80.00 0.00 1 0.00 3 0.00 2
5236.25 4 -7159.48 3
0.00 4
103 -919 -942 Min. 170.00 0.00 1 0.00 3 0.00 2
3358.62 4
47.69 4
0.00 4
103 -942 -917 Max
0.00 0.00 1 0.00 4 0.00 3
4985.71 3
-967.78 4
0.00 4
103 -942 -917 Max 227.81
4042.10 2
103 -942 -917 Max 539.99 0.00 1 0.00 4 0.00 4 -3801.45 4 -3653.59 4
0.00 4
103 -942 -917 Min.
0.00 0.00 1 0.00 3 0.00 4
2806.68 4 -1657.24 5
0.00 5
103 -942 -917 Min. 229.50
2250.80 4
103 -942 -917 Min. 539.99 0.00 1 0.00 3 0.00 3 -6828.63 3 -6623.34 3
0.00 5
104 -943 -942 Max
0.00 0.00 1 0.00 3 0.00 3
6003.84 5 -2651.74 4 -1015.47 4
104 -943 -942 Max 173.94
550.08 2
104 -943 -942 Max 230.00 0.00 1 0.00 3 0.00 3
-551.94 4
0.01 5 -1015.47 4
104 -943 -942 Min.
0.00 0.00 1 0.00 3 0.00 3
2857.80 4 -4663.81 5 -1975.92 5
104 -943 -942 Min. 192.63
102.74 4
104 -943 -942 Min. 230.00 0.00 1 0.00 3 0.00 3 -1950.34 2
0.00 4 -1975.92 5
105 -940 -941 Max
0.00 0.00 1 0.00 3 0.00 3
1076.14 3
145.55 3 1508.85 3
105 -940 -941 Max
29.94
307.14 3
105 -940 -941 Max 165.20 0.00 1 0.00 3 0.00 3 -2740.69 4 -1668.62 4 1508.85 3
105 -940 -941 Min.
0.00 0.00 1 0.00 3 0.00 3
600.48 4
99.20 4 1056.14 4
105 -940 -941 Min. 29.94
188.33 4
105 -940 -941 Min. 165.20 0.00 1 0.00 3 0.00 3 -4733.35 3 -2884.37 3 1056.14 4
106 -938 -939 Max
0.00 0.00 1 0.00 3 0.00 3
1862.17 3
-99.20 4 -1076.23 4
106 -938 -939 Max
53.69
357.44 3
106 -938 -939 Max 165.20 0.00 1 0.00 3 0.00 3 -2197.39 4
-983.12 4 -1076.23 4
106 -938 -939 Min.
0.00 0.00 1 0.00 3 0.00 3
1127.26 4
-145.54 3 -1537.26 3
61
-938
-938
-923
-923
-923
-923
-979
-979
-979
-979
-979
-979
-978
-978
-978
-978
-925
-925
-925
-925
-977
-977
-977
-977
-975
-975
-975
-975
-976
-976
-976
-976
-961
-961
-961
-961
-968
-968
-968
-968
-927
-927
-927
-927
-969
-969
-969
-969
-959
-959
-959
-959
-970
-970
-970
-970
-929
-929
-929
-929
-971
-971
-971
-971
-957
-957
-957
-957
-972
-972
-972
-972
-933
-933
-933
-933
-973
-973
-973
-973
-935
-935
-935
-939
-939
-979
-979
-979
-979
-978
-978
-978
-978
-978
-978
-953
-953
-953
-953
-977
-977
-977
-977
-975
-975
-975
-975
-976
-976
-976
-976
-955
-955
-955
-955
-968
-968
-968
-968
-967
-967
-967
-967
-969
-969
-969
-969
-949
-949
-949
-949
-970
-970
-970
-970
-965
-965
-965
-965
-971
-971
-971
-971
-951
-951
-951
-951
-972
-972
-972
-972
-963
-963
-963
-963
-973
-973
-973
-973
-945
-945
-945
-945
-974
-974
-974
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Max
Min.
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Min.
Min.
Max
Max
Max
55.76
165.20
0.00
140.00
0.00
140.00
0.00
14.44
105.00
0.00
19.69
105.00
0.00
60.00
0.00
60.00
0.00
140.00
0.00
140.00
0.00
45.00
0.00
45.00
0.00
60.00
0.00
60.00
0.00
60.00
0.00
60.00
0.00
185.00
0.00
185.00
0.00
120.00
0.00
120.00
0.00
185.00
0.00
185.00
0.00
120.00
0.00
120.00
0.00
185.00
0.00
185.00
0.00
120.00
0.00
120.00
0.00
185.00
0.00
185.00
0.00
120.00
0.00
120.00
0.00
185.00
0.00
185.00
0.00
120.00
0.00
120.00
0.00
185.00
0.00
185.00
0.00
120.00
0.00
120.00
0.00
145.69
185.00
0.00
0.00
0.00
0.00
0.00
0.00
1
1
1
1
1
1
0.00
0.00
0.00
0.00
0.00
0.00
3
3
3
3
3
1
0.00
0.00
0.00
0.00
0.00
0.00
3
3
3
3
3
3
-3847.01
2123.48
789.98
1164.16
338.16
158.68
3
5
5
4
4
5
0.00
0.00
1 0.00
1 0.00
1
4
0.00
0.00
3
3
-427.29
97.71
4
4
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3
3
3
3
3
1
3
4
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
-783.16
-527.34
-827.34
-987.02
-1504.52
1718.90
584.89
757.01
288.01
559.19
235.19
238.96
128.71
-299.80
-563.80
-694.95
-1243.95
-705.26
-969.26
-1589.18
-2138.18
1470.12
471.12
641.53
243.78
-253.96
-745.96
-675.94
-1557.94
1333.85
390.35
596.45
207.95
-219.55
-687.55
-567.50
-1395.50
1336.27
392.77
598.93
210.43
-217.07
-685.07
-564.42
-1392.42
1337.75
394.25
599.51
211.01
-216.49
-684.49
-563.06
-1391.06
1322.97
379.47
590.09
201.59
-225.91
-693.91
-579.50
-1407.50
1322.07
434.07
603.37
224.12
-271.44
-715.44
-664.29
-1438.29
1405.64
3
4
4
3
3
5
5
4
4
5
5
4
4
4
4
3
3
4
4
3
3
5
5
4
4
4
4
2
2
5
5
4
4
4
4
3
3
5
5
4
4
4
4
3
3
5
5
4
4
4
4
2
2
5
5
4
4
4
4
3
3
5
5
4
4
4
4
3
3
5
0.00
1 0.00
3
0.00
3
-144.34
4
216.50
-1787.44
-703.87
684.25
-1375.12
347.76
739.24
748.28
411.36
372.78
382.32
199.74
120.12
-323.92
82.48
-652.15
-483.54
532.10
-1090.30
247.97
476.81
650.10
222.96
305.68
669.98
96.32
320.19
61.10
387.81
-323.99
178.36
-733.34
-456.05
770.25
-1034.14
362.86
749.79
-251.60
348.36
-592.04
-421.22
671.05
-935.03
322.86
672.28
-220.51
323.75
-506.43
-423.76
673.13
-938.25
324.90
671.86
-217.27
324.01
-503.86
-423.98
674.77
-938.86
325.75
669.53
-217.83
322.75
-504.83
-414.87
661.22
-923.19
317.43
666.34
-231.46
320.44
-526.50
-428.18
695.31
-936.60
337.25
702.74
-251.99
340.14
-559.41
-331.19
298.72
227.16
4
3 -1537.26
4
0.00
3
0.00
5
0.00
4
0.00
3
83.47
3
5
83.47
4
25.81
4
4
25.81
5
0.00
4
0.00
4
0.00
3
0.00
4
0.00
2
0.00
5
0.00
4
0.00
2
101.93
3
101.93
4
31.61
4
31.61
2
-13.39
5
-13.39
4
-41.97
4
-41.97
3
0.00
4
0.00
4
0.00
3
0.00
4
0.00
2
0.00
5
0.00
4
0.00
3
0.00
4
0.00
4
0.00
2
0.00
4
0.00
3
0.00
5
0.00
4
0.00
2
0.00
4
0.00
4
0.00
2
0.00
4
0.00
2
0.00
5
0.00
4
0.00
2
0.00
4
0.00
4
0.00
2
0.00
4
0.00
2
0.00
5
0.00
4
0.00
2
0.00
4
0.00
4
0.00
2
0.00
4
0.00
3
0.00
5
0.00
4
0.00
2
0.00
4
0.00
4
0.00
3
0.00
4
0.00
3
0.00
5
0.00
4
0.00
2
0.00
4
0.00
4
0.00
3
0.00
4
0.00
3
3
0.00
3
4
4
3
3
3
3
4
4
3
3
4
4
4
4
3
3
3
3
4
4
4
4
5
5
3
3
4
4
5
5
4
4
4
4
5
5
4
4
3
3
3
3
4
4
3
3
4
4
4
4
3
3
4
4
3
3
3
3
4
4
3
3
4
4
4
4
3
3
3
3
4
4
4
4
3
3
3
3
62
115
115
115
115
115
115
115
115
115
116
116
116
116
116
116
117
117
117
117
117
117
118
118
118
118
118
118
119
119
119
119
119
119
120
120
120
120
120
120
121
121
121
121
121
121
121
121
121
121
-935
-935
-935
-974
-974
-974
-974
-974
-974
-979
-979
-979
-979
-979
-979
-978
-978
-978
-978
-978
-978
-975
-975
-975
-975
-975
-975
-969
-969
-969
-969
-969
-969
-971
-971
-971
-971
-971
-971
-973
-973
-973
-973
-973
-973
-974
-974
-974
-974
-974
-974
-974
-947
-947
-947
-947
-947
-947
-977
-977
-977
-977
-977
-977
-976
-976
-976
-976
-976
-976
-968
-968
-968
-968
-968
-968
-970
-970
-970
-970
-970
-970
-972
-972
-972
-972
-972
-972
-974
-974
-974
-974
-974
-974
-981
-981
-981
-981
Min.
Min.
Min.
Max
Max
Max
Min.
Min.
Min.
Max
Max
Max
Min.
Min.
Min.
Max
Max
Max
Min.
Min.
Min.
Max
Max
Max
Min.
Min.
Min.
Max
Max
Max
Min.
Min.
Min.
Max
Max
Max
Min.
Min.
Min.
Max
Max
Max
Min.
Min.
Min.
Max
Max
Min.
Min.
0.00
150.31
185.00
0.00
18.00
120.00
0.00
22.50
120.00
0.00
58.50
60.00
0.00
49.50
60.00
0.00
22.50
60.00
0.00
25.50
60.00
0.00
58.50
130.00
0.00
60.13
130.00
0.00
60.00
120.00
0.00
60.00
120.00
0.00
60.00
120.00
0.00
60.00
120.00
0.00
68.75
110.00
0.00
70.13
110.00
0.00
64.99
0.00
64.99
0.00
1 0.00
3
0.00
3
623.37
4
0.00
0.00
1 0.00
1 0.00
3
3
0.00
0.00
3
3
-371.98
227.37
3
5
0.00
0.00
1 0.00
1 0.00
3
3
0.00
0.00
3
3
-566.93
129.05
4
4
0.00
0.00
1 0.00
1 0.00
3
1
0.00
0.00
3
5
-1139.74
637.51
3
3
0.00
0.00
1 0.00
1 0.00
1
4
0.00
0.00
5
2
-19.49
240.45
3
4
0.00
0.00
1 0.00
1 0.00
4
2
0.00
0.00
2
5
-49.05
211.27
4
5
0.00
0.00
1 0.00
1 0.00
2
5
0.00
0.00
2
1
-141.46
100.05
4
4
0.00
0.00
1 0.00
1 0.00
5
5
0.00
0.00
2
2
-347.59
914.87
3
3
0.00
0.00
1 0.00
1 0.00
5
1
0.00
0.00
4
5
-497.74
428.51
4
4
0.00
0.00
1 0.00
1 0.00
1
3
0.00
0.00
2
2
-1134.32
945.00
5
1
0.00
0.00
1 0.00
1 0.00
3
3
0.00
0.00
2
5
-427.50
427.50
4
4
0.00
0.00
1 0.00
1 0.00
3
4
0.00
0.00
5
2
-945.00
945.00
1
1
0.00
0.00
1 0.00
1 0.00
4
3
0.00
0.00
2
5
-427.50
427.50
4
4
0.00
0.00
1 0.00
1 0.00
3
2
0.00
0.00
5
4
-945.00
1084.34
1
3
0.00
0.00
1 0.00
1 0.00
2
2
0.00
0.00
2
3
-288.19
495.56
4
4
0.00
0.00
0.00
0.00
0.00
1
1
1
1
1
2
4
4
3
3
0.00
0.00
0.00
0.00
0.00
2
3
3
4
3
-652.83
-561.58
-1204.98
-1238.62
-2442.56
3
4
4
3
3
0.00
0.00
0.00
0.00
0.00
-750.04
137.02
111.92
220.30
238.43
-153.70
109.02
123.38
-342.86
-25.81
102.10
101.93
-83.48
34.10
31.61
83.47
105.63
41.97
25.81
38.24
13.39
143.74
408.45
0.00
45.00
173.85
0.00
0.00
283.50
0.00
0.00
128.25
0.00
0.00
283.50
0.00
0.00
128.25
0.00
0.00
373.27
239.90
0.00
172.32
114.05
239.90
-459.99
114.05
-961.43
5
4
4
3
3
4
4
4
3
4
3
3
3
4
4
3
3
5
4
4
4
5
5
4
4
4
3
4
1
4
3
4
3
4
1
4
3
4
3
3
3
3
4
4
4
3
4
4
3
0.00
4
0.00
0.00
4
4
Lung.
AfT St.
Staff.
AfE St.
Sc.Ass.
T z
Sc.Ag.
0.00
0.00
4
3
0.00
55.90
3
5
Travata n. 101 Nodi: -911 -940 -938 -913
55.90
25.02
5
4
Ferri longitudinali - Verifiche armatura esistente
25.02
-117.26
4
4
Caso
Xg
=
=
=
=
=
Lunghezza del tratto di progettazione
Area di ferro teorica della staffatura (d'anima per travi a T o L)
Staffatura adottata
Area di ferro effettiva della staffatura (d'anima per travi a T o L)
Scorrimento complessivo assorbito dall'armatura
=
massima per solo taglio
= Scorrimento agente complessivo
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
sup
f
inf
f
c
-117.26
-298.01
4
3
-298.01
22.63
3
5
22.63
14.50
5
4
14.50
2.36
4
3
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
--------------------------------------------------------------------------------------------------------------------------7 0.80 5
1 143
2 80.00 12.06 7.48 14.07 14.07 My -6776.50 12.06
7.48 14.07 12.27 2241.98 -600.42
87.40
7 0.80 5
1 143
2 80.00 12.06 7.48 14.07 14.07 Tz 7325.68
0.00
2.82
0.00
4.62
1584.62
17 3.95 1c 2 143
2 180.00 0.00 8.16 20.11 24.13 My 4721.20
0.00
8.16 20.11 24.13 -373.78
933.95
46.71
25 7.10 5
3 143
2 114.99 12.61 9.71 14.07 14.07 My -7065.48 12.61
9.71 14.07 13.02 2338.44 -616.98
90.39
25 7.10 5
3 143
2 114.99 12.61 9.71 14.07 14.07 Tz -8067.46
0.00
3.10
0.00
4.16
1939.51
2.36
-0.07
3
3
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
-0.07
-3.00
3
4
-3.00
-6.28
4
3
-6.28
9.02
3
3
Travata n. 102 Nodi: -905 -943 -941 -939 -908
9.02
2.89
3
4
Ferri longitudinali - Verifiche armatura esistente
2.89
0.00
0.00
0.00
0.00
4
2
2
5
5
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
-----------------------------------------------------------------------------0.80 1.48 0.68
0.00 ø10/10 2 br.
15.71
--3
5.42 Min. reg
1.48 6.05 4.58
0.00 ø10/20 2 br.
7.85
--3
4.73 Min. reg
6.05 7.10 1.05
0.00 ø10/10 2 br.
15.71
--3
5.97 Min. reg
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
ARMATURE TRAVI
Simbologia
Caso
Xg
CC
= Caso di verifica
= Coordinata progressiva (dal primo nodo) in cui viene effettuato il progetto/verifica
= Combinazione delle condizioni di carico elementari
c = momento fittizio in campata
a = momento fittizio agli appoggi
A = taglio da classe A
TA = momento traslato per taglio da classe A
T = momento traslato per taglio
e = eccentricità aggiuntiva in caso di compressione o pressoflessione
El
= Elemento (asta) in cui viene effettuato il progetto/verifica (progressivo sul numero di aste)
Sez.
= Numero della sezione
Crit.
= Numero del criterio di progetto
X
= Coordinata progressiva rispetto al nodo iniziale
AfT S
= Area di ferro teorica totale strettamente necessaria nel punto di verifica, superiore
AfT I
= Area di ferro teorica totale strettamente necessaria nel punto di verifica, inferiore
AfE S
= Area di ferro effettiva totale presente nel punto di verifica, superiore
AfE I
= Area di ferro effettiva totale presente nel punto di verifica, inferiore
CS
= Componente di Sollecitazione per cui si riportano le aree di ferro parziali
Val.
= Valore della sollecitazione indicata
AfTP S = Area di ferro teorica parziale strettamente necessaria nella CC considerata, per la sollecitazione indicata,
superiore
AfTP I = Area di ferro teorica parziale strettamente necessaria nella CC considerata, per la sollecitazione indicata,
inferiore
AfEP S = Area di ferro effettiva parziale presente nella CC considerata, per la sollecitazione indicata, superiore
AfEP I = Area di ferro effettiva parziale presente nella CC considerata, per la sollecitazione indicata, inferiore
f sup = Tensione nel ferro - superiore
f inf = Tensione nel ferro - inferiore
= Tensione nel calcestruzzo
c
X0
= Coordinata progressiva (dal nodo iniziale) dell'inizio del tratto di progettazione
X1
= Coordinata progressiva (dal nodo iniziale) della fine del tratto di progettazione
63
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
---------------------------------------------------------------------------------------------------------------------------1 0.80 1
1 141
1 80.00 8.10 7.34 10.18 18.85 My -9468.82
8.10
0.00 10.18
0.00 1179.57
0.00
21.74
1 0.80 1
1 141
1 80.00 8.10 7.34 10.18 18.85 Tz 19084.70
0.00
7.34
0.00 18.85
1012.48
13 3.44 3
3 141
1 129.44 0.00 9.04 10.18 18.85 My 18505.90
0.00
8.99 10.18 18.74 -350.62 1267.35
30.12
13 3.44 3
3 141
1 129.44 0.00 9.04 10.18 18.85 Tz
137.47
0.00
0.05
0.00
0.11
1247.08
19 7.10 1
4 141
1 114.99 8.10 5.61 10.18 18.85 My -9574.79
8.10
0.00 10.18
0.00 1192.77
0.00
21.98
19 7.10 1
4 141
1 114.99 8.10 5.61 10.18 18.85 Tz -14591.90
0.00
5.61
0.00 18.85
774.13
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
-----------------------------------------------------------------------------0.80 1.65 0.85
0.00 ø10/10 2 br.
15.71
--3
4.16 Min. reg
1.65 6.25 4.60
0.00 ø10/20 2 br.
7.85
--3
3.53 Min. reg
6.25 7.10 0.85
0.00 ø10/10 2 br.
15.71
--3
3.19 Min. reg
Travata n. 103 Nodi: -919 -942 -917
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
--------------------------------------------------------------------------------------------------------------------------5 0.80 3
1 143
2 80.00 12.81 10.38 14.07 14.07 My -7159.48 12.81 10.38 14.07 13.10 2369.65 -624.21
64
91.51
5 0.80 3
17 3.95 1c
58.21
26 7.10 1a
85.06
1
2
143
143
2 80.00 12.81 10.38 14.07 14.07 Tz
2 225.00 0.62 10.34 20.11 24.13 My
9679.86
5883.49
0.00
0.62
3.72
10.34
0.00
20.11
4.70
24.13
-465.80
2060.14
1163.88
2
143
2 539.99 11.96
7.06 14.07 14.07 My -6723.99
11.96
7.06
14.07
14.07
2226.57
-575.39
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø8/15 2 br.
6.70
--3
1.16 Min. reg
0.25 1.40 1.15
0.00 ø8/15 2 br.
6.70
--3
4.25 Min. reg
1.40 1.65 0.25
0.00 ø8/15 2 br.
6.70
--3
5.22 Min. reg
Travata n. 106 Nodi: -938 -939
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Ferri longitudinali - Verifiche armatura esistente
Caso
Caso
X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
-------------------------------------------------------------------------------0.80 1.22 0.42
14.72 ø10/10 2 br.
15.71 16982.20 3
7.15 15913.50
1.22 6.68 5.47
5.28 ø10/20 2 br.
7.85 111664.00 3
6.21 75025.90
6.68 7.10 0.42
0.00 ø10/10 2 br.
15.71
--3
5.04 Min. reg
Travata n. 104 Nodi: -943 -942
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
--------------------------------------------------------------------------------------------------------------------------7 0.00 5
1 143
2
0.00 8.06 2.31 10.18 4.52 My -4663.81
8.06
0.00 10.18
0.00 2083.27
0.00
78.38
7 0.00 5
1 143
2
0.00 8.06 2.31 10.18 4.52 Tz 6003.84
0.00
2.31
0.00
4.52
1327.14
10 1.15 1
1 143
2 115.00 2.70 0.78 10.18 4.52 My
-43.91
2.70
0.00 10.18
0.00
19.61
-4.93
0.74
10 1.15 1
1 143
2 115.00 2.70 0.78 10.18 4.52 Tz 2026.24
0.00
0.78
0.00
4.52
448.22
17 1.15 1c 1 143
2 115.00 0.00 2.70 10.18 4.52 My 1143.13
0.00
2.70 10.18
4.52
-64.95 1119.07
24.06
26 2.24 1a 1 143
2 223.70 2.70 0.00 10.18 4.52 My -1062.80
2.70
0.00 10.18
4.52
476.67 -106.61
16.83
19 2.24 1
1 143
2 223.70 0.00 3.37 10.18 4.52 My
127.59
0.00
2.70 10.18
3.63
-5.12
154.03
2.99
19 2.24 1
1 143
2 223.70 0.00 3.37 10.18 4.52 Tz -1732.03
0.00
0.67
0.00
0.90
1934.62
Ferri longitudinali - Verifiche armatura esistente
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø8/15 2 br.
6.70
--3
2.03 Min. reg
0.25 1.40 1.15
0.00 ø8/15 2 br.
6.70
--3
3.28 Min. reg
1.40 1.65 0.25
0.00 ø8/15 2 br.
6.70
--3
4.24 Min. reg
Travata n. 107 Nodi: -923 -979 -978 -953
Ferri longitudinali - Verifiche armatura esistente
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
inf
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
--------------------------------------------------------------------------------------------------------------------------8 0.00 1a 1 142
2
0.00 1.80 0.00 6.03 6.03 My -684.23
1.80
0.00
6.03
6.03
517.19
-90.32
16.15
1 0.00 1
1 142
2
0.00 0.00 2.21 6.03 6.03 My
156.96
0.00
1.80
6.03
4.91
-19.37
144.51
4.02
1 0.00 1
1 142
2
0.00 0.00 2.21 6.03 6.03 Tz 1070.65
0.00
0.41
0.00
1.12
953.38
10 0.83 1
1 142
2 82.60 1.80 0.70 6.03 6.03 My -170.34
1.80
0.00
6.03
0.00
127.61
0.00
4.47
10 0.83 1
1 142
2 82.60 1.80 0.70 6.03 6.03 Tz -1828.61
0.00
0.70
0.00
6.03
303.16
17 0.83 1c 1 142
2 82.60 0.00 1.80 6.03 6.03 My
598.70
0.00
1.80
6.03
6.03
-79.03
452.54
14.13
23 1.59 3
1 142
2 158.90 4.44 1.74 6.03 6.03 My -2593.14
4.44
0.00
6.03
0.00 1942.66
0.00
68.04
23 1.59 3
1 142
2 158.90 4.44 1.74 6.03 6.03 Tz -4512.22
0.00
1.74
0.00
6.03
748.07
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso
AfT S AfT I AfE S AfE I CS
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
-------------------------------------------------------------------------------------------------------------------------7 0.00 5
1 142
2 0.00 2.29 0.82 3.39 3.39 My -1375.12
2.29
0.00
3.39
0.00 1782.92
0.00
44.45
7 0.00 5
1 142
2 0.00 2.29 0.82 3.39 3.39 Tz 2123.48
0.00
0.82
0.00
3.39
625.86
10 1.54 1
2 142
2 14.44 0.00 1.80 3.39 3.39 My
822.81
0.00
1.80
3.39
3.39
-90.59 1074.15
25.45
10 1.54 1
2 142
2 14.44 0.00 1.80 3.39 3.39 Tz
0.14
0.00
0.00
0.00
0.00
1379.38
19 3.05 1
3 142
2 60.00 1.80 0.58 3.39 3.39 My -648.46
1.80
0.00
3.39
0.00
840.77
0.00
20.96
19 3.05 1
3 142
2 60.00 1.80 0.58 3.39 3.39 Tz -1501.19
0.00
0.58
0.00
3.39
442.45
Travata n. 105 Nodi: -940 -941
CC El Sez. Crit.
X
c
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø8/20 2 br.
5.03
--5
4.42 Min. reg
0.25 2.05 1.80
0.00 ø8/20 2 br.
5.03
--5
3.78 Min. reg
2.05 2.30 0.25
0.00 ø8/20 2 br.
5.03
--2
1.42 Min. reg
Xg
CC El Sez. Crit.
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
--------------------------------------------------------------------------------------------------------------------------1 0.00 1
1 142
2
0.00 1.80 0.71 6.03 6.03 My -142.69
1.80
0.00
6.03
0.00
106.90
0.00
3.74
1 0.00 1
1 142
2
0.00 1.80 0.71 6.03 6.03 Tz 1857.25
0.00
0.71
0.00
6.03
307.91
10 0.83 1
1 142
2 82.60 0.00 2.18 6.03 6.03 My
235.94
0.00
1.80
6.03
4.98
-29.28
214.40
6.01
10 0.83 1
1 142
2 82.60 0.00 2.18 6.03 6.03 Tz -992.42
0.00
0.38
0.00
1.06
940.41
23 1.59 3
1 142
2 158.90 2.60 1.40 6.03 6.03 My -1551.92
2.60
0.00
6.03
0.00 1162.63
0.00
40.72
23 1.59 3
1 142
2 158.90 2.60 1.40 6.03 6.03 Tz -3629.67
0.00
1.40
0.00
6.03
601.75
Caso
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso
Xg
c
X0
<m>
X1 Lung. AfT St.
<m> <m> <cmq/m>
Staff.
AfE St. Sc.Ass. CC
T z
<cmq/m>
<kg>
<kg/cmq>
Sc.Ag.
<kg>
65
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø6/20 2 br.
2.83
--5
2.35 Min. reg
0.25 2.80 2.55
0.00 ø6/20 2 br.
2.83
--5
2.08 Min. reg
2.80 3.05 0.25
0.00 ø6/20 2 br.
2.83
--3
1.66 Min. reg
Travata n. 108 Nodi: -925 -977 -975 -976 -955
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
-------------------------------------------------------------------------------------------------------------------------7 0.00 5
1 144
2 0.00 1.85 0.66 2.26 2.26 My -1090.30
1.85
0.00
2.26
0.00 2147.67
0.00
63.35
7 0.00 5
1 144
2 0.00 1.85 0.66 2.26 2.26 Tz 1718.90
0.00
0.66
0.00
2.26
759.92
66
11 1.85
43.27
11 1.85
23 3.05
42.61
23 3.05
2
3
144
2
0.00
0.00
1.50
2.26
2.26 My
736.98
0.00
1.23
2.26
1.86
2
3
3
4
144
144
2 0.00
2 60.00
0.00
1.23
1.50
0.82
2.26
2.26
2.26 Tz
2.26 My
-693.15
-733.34
0.00
1.23
0.27
0.00
0.00
2.26
0.40
0.00
3
4
144
2 60.00
1.23
0.82
2.26
2.26 Tz -2138.18
0.00
0.82
0.00
-166.11
1765.93
Ferri longitudinali - Verifiche armatura esistente
Caso
1444.52
1721.93
0.00
2.26
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
--------------------------------------------------------------------------------------------------------------------------7 0.00 5
1 144
2
0.00 1.58 0.51 2.26 2.26 My -938.25
1.58
0.00
2.26
0.00 1848.15
0.00
54.51
7 0.00 5
1 144
2
0.00 1.58 0.51 2.26 2.26 Tz 1336.27
0.00
0.51
0.00
2.26
590.76
11 1.85 2
1 144
2 185.00 0.00 1.38 2.26 2.26 My
740.44
0.00
1.24
2.26
2.02 -176.05 1637.42
41.96
11 1.85 2
1 144
2 185.00 0.00 1.38 2.26 2.26 Tz
381.61
0.00
0.15
0.00
0.24
1590.93
19 3.05 1
2 144
2 120.00 0.90 0.54 2.26 2.26 My -502.43
0.90
0.00
2.26
0.00
989.69
0.00
29.19
19 3.05 1
2 144
2 120.00 0.90 0.54 2.26 2.26 Tz -1391.79
0.00
0.54
0.00
2.26
615.30
945.28
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø6/20 2 br.
2.83
--5
3.80 Min. reg
0.25 2.80 2.55
0.00 ø6/20 2 br.
2.83
--5
4.17 Min. reg
2.80 3.05 0.25
0.00 ø6/20 2 br.
2.83
--3
4.73 Min. reg
Travata n. 109 Nodi: -961 -968 -967
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
--------------------------------------------------------------------------------------------------------------------------7 0.00 5
1 144
2
0.00 1.75 0.57 2.26 2.26 My -1034.14
1.75
0.00
2.26
0.00 2037.04
0.00
60.09
7 0.00 5
1 144
2
0.00 1.75 0.57 2.26 2.26 Tz 1470.12
0.00
0.57
0.00
2.26
649.94
11 1.85 2
1 144
2 185.00 0.00 1.60 2.26 2.26 My
847.28
0.00
1.42
2.26
2.01 -200.93 1881.65
48.11
11 1.85 2
1 144
2 185.00 0.00 1.60 2.26 2.26 Tz
457.56
0.00
0.18
0.00
0.25
1838.91
21 3.05 2
2 144
2 120.00 0.98 0.60 2.26 2.26 My -592.04
0.98
0.00
2.26
0.00 1166.20
0.00
34.40
21 3.05 2
2 144
2 120.00 0.98 0.60 2.26 2.26 Tz -1557.94
0.00
0.60
0.00
2.26
688.76
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø6/20 2 br.
2.83
--5
3.25 Min. reg
0.25 2.80 2.55
0.00 ø6/20 2 br.
2.83
--5
3.01 Min. reg
2.80 3.05 0.25
0.00 ø6/20 2 br.
2.83
--2
3.45 Min. reg
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø6/20 2 br.
2.83
--5
2.96 Min. reg
0.25 2.80 2.55
0.00 ø6/20 2 br.
2.83
--5
2.67 Min. reg
2.80 3.05 0.25
0.00 ø6/20 2 br.
2.83
--3
3.08 Min. reg
Travata n. 112 Nodi: -929 -971 -951
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
--------------------------------------------------------------------------------------------------------------------------7 0.00 5
1 144
2
0.00 1.58 0.51 2.26 2.26 My -938.86
1.58
0.00
2.26
0.00 1849.37
0.00
54.55
7 0.00 5
1 144
2
0.00 1.58 0.51 2.26 2.26 Tz 1337.75
0.00
0.51
0.00
2.26
591.41
11 1.85 2
1 144
2 185.00 0.00 1.39 2.26 2.26 My
742.25
0.00
1.24
2.26
2.02 -176.48 1641.38
42.06
11 1.85 2
1 144
2 185.00 0.00 1.39 2.26 2.26 Tz
382.74
0.00
0.15
0.00
0.24
1595.92
19 3.05 1
2 144
2 120.00 0.90 0.53 2.26 2.26 My -503.41
0.90
0.00
2.26
0.00
991.61
0.00
29.25
19 3.05 1
2 144
2 120.00 0.90 0.53 2.26 2.26 Tz -1390.66
0.00
0.53
0.00
2.26
614.81
Travata n. 110 Nodi: -927 -969 -949
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
--------------------------------------------------------------------------------------------------------------------------7 0.00 5
1 144
2
0.00 1.58 0.51 6.28 6.28 My -935.03
1.58
0.00
6.28
0.00
701.34
0.00
38.84
7 0.00 5
1 144
2
0.00 1.58 0.51 6.28 6.28 Tz 1333.85
0.00
0.51
0.00
6.28
212.29
11 1.85 2
2 144
2
0.00 0.00 1.45 6.28 6.28 My
739.51
0.00
1.24
6.28
5.34 -176.22
649.92
25.52
11 1.85 2
2 144
2
0.00 0.00 1.45 6.28 6.28 Tz -566.63
0.00
0.22
0.00
0.94
601.78
19 3.05 1
2 144
2 120.00 0.90 0.54 6.28 6.28 My -505.22
0.90
0.00
6.28
0.00
378.95
0.00
20.99
19 3.05 1
2 144
2 120.00 0.90 0.54 6.28 6.28 Tz -1394.43
0.00
0.54
0.00
6.28
221.93
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø8/15 2 br.
6.70
--5
2.95 Min. reg
0.25 2.80 2.55
0.00 ø8/15 2 br.
6.70
--5
2.67 Min. reg
2.80 3.05 0.25
0.00 ø8/15 2 br.
6.70
--3
3.09 Min. reg
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø6/20 2 br.
2.83
--5
2.96 Min. reg
0.25 2.80 2.55
0.00 ø6/20 2 br.
2.83
--5
2.68 Min. reg
2.80 3.05 0.25
0.00 ø6/20 2 br.
2.83
--2
3.08 Min. reg
Travata n. 113 Nodi: -957 -972 -963
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
--------------------------------------------------------------------------------------------------------------------------7 0.00 5
1 144
2
0.00 1.56 0.51 2.26 2.26 My -923.19
1.56
0.00
2.26
0.00 1818.49
0.00
53.64
7 0.00 5
1 144
2
0.00 1.56 0.51 2.26 2.26 Tz 1322.97
0.00
0.51
0.00
2.26
584.88
11 1.85 2
2 144
2
0.00 0.00 1.45 2.26 2.26 My
732.98
0.00
1.22
2.26
1.91 -168.48 1708.23
42.51
11 1.85 2
2 144
2
0.00 0.00 1.45 2.26 2.26 Tz -578.45
0.00
0.22
0.00
0.35
1663.36
19 3.05 1
2 144
2 120.00 0.90 0.54 2.26 2.26 My -525.19
0.90
0.00
2.26
0.00 1034.52
0.00
30.52
19 3.05 1
2 144
2 120.00 0.90 0.54 2.26 2.26 Tz -1406.21
0.00
0.54
0.00
2.26
621.68
Travata n. 111 Nodi: -959 -970 -965
67
68
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
4.82
1
17
1.26
10
6.07
10
26
1.52
19
6.08
19
Caso
X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø6/20 2 br.
2.83
--5
2.93 Min. reg
0.25 2.80 2.55
0.00 ø6/20 2 br.
2.83
--5
2.70 Min. reg
2.80 3.05 0.25
0.00 ø6/20 2 br.
2.83
--3
3.11 Min. reg
Travata n. 114 Nodi: -933 -973 -945
0.00 1
0.58 1a
1
1
144
144
2 0.00
2 58.50
0.90
0.90
0.24
0.01
2.26
2.26
2.26 Tz 636.43
2.26 My -23.35
0.00
0.90
0.24
0.01
0.00
2.26
2.26
2.26
46.39
281.37
-5.88
0.58 1
1
144
2 58.50
0.00
0.90
2.26
2.26 My 112.20
0.00
0.90
2.26
2.26
-28.25
223.26
0.58 1
0.60 1a
1
1
144
144
2 58.50
2 60.00
0.00
0.90
0.90
0.00
2.26
2.26
2.26 Tz -4.14
2.26 My -28.16
0.00
0.90
0.00
0.00
0.00
2.26
0.00
2.26
55.93
1036.34
-7.09
0.60 1
1
144
2 60.00
0.00
0.91
2.26
2.26 My 112.00
0.00
0.90
2.26
2.24
-28.11
0.60 1
1
144
2 60.00
0.00
0.91
2.26
2.26 Tz -20.57
0.00
0.01
0.00
0.02
224.35
1043.60
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
--------------------------------------------------------------------------------------------------------------------------7 0.00 5
1 144
2
0.00 1.58 0.51 2.26 2.26 My -936.60
1.58
0.00
2.26
0.00 1844.91
0.00
54.42
7 0.00 5
1 144
2
0.00 1.58 0.51 2.26 2.26 Tz 1322.07
0.00
0.51
0.00
2.26
584.49
11 1.85 2
2 144
2
0.00 0.00 1.55 2.26 2.26 My
773.01
0.00
1.29
2.26
1.89 -176.16 1823.93
45.08
11 1.85 2
2 144
2
0.00 0.00 1.55 2.26 2.26 Tz -662.88
0.00
0.25
0.00
0.37
1780.39
23 3.05 3
2 144
2 120.00 0.93 0.55 2.26 2.26 My -559.41
0.93
0.00
2.26
0.00 1101.91
0.00
32.50
23 3.05 3
2 144
2 120.00 0.93 0.55 2.26 2.26 Tz -1438.29
0.00
0.55
0.00
2.26
635.87
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø6/20 2 br.
2.83
--5
2.93 Min. reg
0.25 2.80 2.55
0.00 ø6/20 2 br.
2.83
--5
2.79 Min. reg
2.80 3.05 0.25
0.00 ø6/20 2 br.
2.83
--3
3.18 Min. reg
Travata n. 115 Nodi: -935 -974 -947
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.60 0.60
0.00 ø6/20 2 br.
2.83
--3
1.39 Min. reg
Travata n. 117 Nodi: -978 -976
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
------------------------------------------------------------------------------------------------------------------------8 0.00 1a 1 142
2 0.00 1.80 0.01 3.39 3.39 My -23.53
1.80
0.01
3.39
3.39
30.71
-2.59
0.73
1 0.00 1
1 142
2 0.00 0.00 1.88 3.39 3.39 My
91.24
0.00
1.80
3.39
3.25
-9.68
124.04
2.87
1 0.00 1
1 142
2 0.00 0.00 1.88 3.39 3.39 Tz 202.73
0.00
0.08
0.00
0.14
1439.09
10 0.23 1
1 142
2 22.50 0.00 1.80 3.39 3.39 My 115.94
0.00
1.80
3.39
3.39
-12.76
151.45
3.59
10 0.23 1
1 142
2 22.50 0.00 1.80 3.39 3.39 Tz
-3.14
0.00
0.00
0.00
0.00
1380.27
26 0.60 1a 1 142
2 60.00 1.80 0.01 3.39 3.39 My -23.53
1.80
0.01
3.39
3.39
30.71
-2.59
0.73
19 0.60 1
1 142
2 60.00 0.01 1.93 3.39 3.39 My
43.87
0.01
1.80
3.39
3.16
-4.53
61.32
1.40
19 0.60 1
1 142
2 60.00 0.01 1.93 3.39 3.39 Tz -346.27
0.00
0.13
0.00
0.23
1481.40
inf
c
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
-------------------------------------------------------------------------------------------------------------------------7 0.00 5
1 144
2
0.00 1.25 0.54 2.26 2.26 My -750.04
1.25
0.00
2.26
0.00 1477.43
0.00
43.58
7 0.00 5
1 144
2
0.00 1.25 0.54 2.26 2.26 Tz 1405.64
0.00
0.54
0.00
2.26
621.43
17 1.52 1c 1 144
2 152.50 0.00 0.99 2.26 2.26 My 598.25
0.00
0.99
2.26
2.26 -150.74 1188.42
32.37
26 3.05 1a 2 144
2 120.00 1.14 0.00 2.26 2.26 My -683.72
1.14
0.00
2.26
2.26 1358.20 -172.28
36.99
Travata n. 116 Nodi: -979 -977
Ferri longitudinali - Verifiche armatura esistente
CC El Sez. Crit.
X
AfT S
AfT I AfE S AfE I CS
Val.
Travata n. 118 Nodi: -975 -968
Ferri longitudinali - Verifiche armatura esistente
AfTP S AfTP I AfEP S AfEP I
f
sup
f
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S
AfEP I
f
sup
f
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq>
<cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
-----------------------------------------------------------------------------------------------------------------------------8 0.06 1a 1 142
2
6.30 1.80 0.00 3.39 3.39 My -128.75
1.80
0.00
3.39
3.39
168.08
-14.18
3.98
1 0.06 1
1 142
2
6.30 0.00 2.11 3.39 3.39 My
215.82
0.00
1.80
3.39
2.89
-20.15
328.53
7.15
1 0.06 1
1 142
2
6.30 0.00 2.11 3.39 3.39 Tz
815.53
0.00
0.31
0.00
0.50
1619.70
10 0.58 1
1 142
2 58.50 0.00 1.80 3.39 3.39 My
448.06
0.00
1.80
3.39
3.39
-49.27
585.70
13.87
10 0.58 1
1 142
2 58.50 0.00 1.80 3.39 3.39 Tz
-6.62
0.00
0.00
0.00
0.00
1381.29
19 1.30 1
1 142
2 130.00 1.80 0.44 3.39 3.39 My
-0.00
1.80
0.00
3.39
0.00
0.00
0.00
0.00
19 1.30 1
1 142
2 130.00 1.80 0.44 3.39 3.39 Tz -1132.75
0.00
0.44
0.00
3.39
333.86
24 1.30 4
1 142
2 130.00 0.00 1.99 3.39 3.39 Tz -497.74
0.00
0.19
0.00
0.33
1526.04
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø6/20 2 br.
2.83
--5
3.10 Min. reg
0.25 2.80 2.55
0.00 ø6/20 2 br.
2.83
--3
2.54 Min. reg
2.80 3.05 0.25
0.00 ø6/20 2 br.
2.83
--3
2.51 Min. reg
Xg
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.60 0.60
0.00 ø6/20 2 br.
2.83
--3
0.38 Min. reg
Caso
inf
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
------------------------------------------------------------------------------------------------------------------------1 0.00 1
1 144
2 0.00 0.90
0.24 2.26 2.26 My -82.95
0.90
0.00
2.26
0.00
163.39
0.00
69
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso
X0
X1
Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
T z
Sc.Ag.
70
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø6/20 2 br.
2.83
--3
1.00 Min. reg
0.25 1.05 0.80
0.00 ø6/20 2 br.
2.83
--5
0.81 Min. reg
1.05 1.30 0.25
0.00 ø6/20 2 br.
2.83
--5
1.24 Min. reg
30.79
1 1.75 1
Travata n. 119 Nodi: -969 -970
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 1.50 1.50
0.00 ø6/20 2 br.
2.83
--3
2.18 Min. reg
1.50 1.75 0.25
0.00 ø6/20 2 br.
2.83
--3
2.69 Min. reg
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
142
2 64.99
1.80
0.94
3.39
3.39 Tz -2432.57
0.00
0.94
0.00
3.39
716.95
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Ferri longitudinali - Verifiche armatura esistente
Caso
2
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
-------------------------------------------------------------------------------------------------------------------------1 0.00 1
1 142
2
0.00 1.80 0.36 6.03 6.03 My
-0.00
1.80
0.00
6.03
0.00
0.00
0.00
0.00
1 0.00 1
1 142
2
0.00 1.80 0.36 6.03 6.03 Tz 945.00
0.00
0.36
0.00
6.03
156.67
10 0.60 1
1 142
2 60.00 0.00 1.80 6.03 6.03 My 311.85
0.00
1.80
6.03
6.03
-41.16
235.72
7.36
10 0.60 1
1 142
2 60.00 0.00 1.80 6.03 6.03 Tz
0.00
0.00
0.00
0.00
0.00
775.88
19 1.20 1
1 142
2 120.00 1.80 0.36 6.03 6.03 My
-0.00
1.80
0.00
6.03
0.00
0.00
0.00
0.00
19 1.20 1
1 142
2 120.00 1.80 0.36 6.03 6.03 Tz -945.00
0.00
0.36
0.00
6.03
156.67
24 1.20 4
1 142
2 120.00 0.00 1.96 6.03 6.03 Tz -427.50
0.00
0.16
0.00
0.50
846.75
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø8/15 2 br.
6.70
--1
1.03 Min. reg
0.25 0.95 0.70
0.00 ø8/15 2 br.
6.70
--1
0.59 Min. reg
0.95 1.20 0.25
0.00 ø8/15 2 br.
6.70
--1
1.03 Min. reg
Travata n. 120 Nodi: -971 -972
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
-------------------------------------------------------------------------------------------------------------------------1 0.00 1
1 142
2
0.00 1.80 0.36 3.39 3.39 My
-0.00
1.80
0.00
3.39
0.00
0.00
0.00
0.00
1 0.00 1
1 142
2
0.00 1.80 0.36 3.39 3.39 Tz 945.00
0.00
0.36
0.00
3.39
278.53
10 0.60 1
1 142
2 60.00 0.00 1.80 3.39 3.39 My 311.85
0.00
1.80
3.39
3.39
-34.34
407.10
9.65
10 0.60 1
1 142
2 60.00 0.00 1.80 3.39 3.39 Tz
0.00
0.00
0.00
0.00
0.00
1379.34
19 1.20 1
1 142
2 120.00 1.80 0.36 3.39 3.39 My
-0.00
1.80
0.00
3.39
0.00
0.00
0.00
0.00
19 1.20 1
1 142
2 120.00 1.80 0.36 3.39 3.39 Tz -945.00
0.00
0.36
0.00
3.39
278.53
Staffe, sagomati e ferri di parete - Verifiche armatura esistente
Caso X0
X1 Lung. AfT St.
Staff.
AfE St. Sc.Ass. CC
Sc.Ag.
T z
<m> <m> <m> <cmq/m>
<cmq/m>
<kg>
<kg/cmq>
<kg>
----------------------------------------------------------------------------0.00 0.25 0.25
0.00 ø6/20 2 br.
2.83
--1
1.03 Min. reg
0.25 0.95 0.70
0.00 ø6/20 2 br.
2.83
--1
0.59 Min. reg
0.95 1.20 0.25
0.00 ø6/20 2 br.
2.83
--1
1.03 Min. reg
Travata n. 121 Nodi: -973 -974 -981
Ferri longitudinali - Verifiche armatura esistente
Caso
Xg
CC El Sez. Crit.
X
AfT S AfT I AfE S AfE I CS
Val.
AfTP S AfTP I AfEP S AfEP I
f
sup
f
inf
c
<m>
<cm> <cmq> <cmq> <cmq> <cmq>
<cmq> <cmq> <cmq> <cmq> <kg/cmq> <kg/cmq>
<kg/cmq>
-------------------------------------------------------------------------------------------------------------------------1 1.75 1
2 142
2 64.99 1.80 0.94 3.39 3.39 My -952.37
1.80
0.00
3.39
0.00 1234.81
0.00
71
72