A14-EXE-RC1-Scuola materna via Bellardi · Il solaio di pavimentazione del vano adibito ad ufficio...

RELAZIONE DI CALCOLO DELLE STRUTTURE SCUOLA MATERNA VIA BELLARDI N° 56

INDICE:

1. Introduzione ................................................................................................................................. 2

2. Descrizione dell’intervento ......................................................................................................... 3

3. Riferimenti normativi................................................................................................................... 4

4. Materiali utilizzati ......................................................................................................................... 5

5. Metodo di verifica ........................................................................................................................ 6

6. Analisi dei carichi ........................................................................................................................ 7

7. Verifiche statiche ......................................................................................................................... 8

7.1 - Travi di fondazione ..................................................................................................................... 9

7.2 - Pilastri in acciaio......................................................................................................................... 9

7.3 - Travi in acciaio della copertura ................................................................................................. 9

7.4 - Controventi in acciaio................................................................................................................. 9

ALLEGATO 1 .......................................................................................................................................... 10

ALLEGATO 2 .......................................................................................................................................... 11

ALLEGATO 3 .......................................................................................................................................... 12

ALLEGATO 4 .......................................................................................................................................... 13

ALLEGATO 5 .......................................................................................................................................... 14

Progetto esecutivo - Relazione di calcolo delle strutture - Scuola materna via Bellardi n° 56 pag.2

1. Introduzione

La presente relazione tecnica ha come oggetto l’esposizione dei calcoli statici preliminari eseguiti sulle strutture facenti parte del progetto delle opere di manutenzione straordinaria ed adeguamento normativo previste nella scuola materna di via Bellardi 56 - Torino.


2. Descrizione dell’intervento

L'intervento in oggetto consiste nella realizzazione di una struttura in acciaio avente funzione di copertura della nuova rampa e della gradinata di accesso alla scuola; la medesima struttura racchiude inoltre un vano di nuova progettazione, destinato ad uso ufficio. Le strutture in acciaio sono costituiti da una serie di telai, orditi in direzione parallela alla via e posti tra di loro ad un interasse pari a circa 2,15 metri; le travi ed i pilastri hanno sezione ad "H" del tipo HEA 120. Le fondazioni sono previste in una serie di travi continue, di dimensione pari a 60x50 centimetri, poggianti su di una base in magrone di spessore pari a 15 cm. Il solaio di pavimentazione del vano adibito ad ufficio sarà realizzato con travetti prefabbricati in cemento armato, per uno spessore totale pari a 20 centimetri, una serie di muri in c.a. perimetrali delimitano il sottostante vespaio e costituiscono il collegamento alle strutture di fondazione.


3. Riferimenti normativi

Il dimensionamento e la verifica delle strutture in oggetto sono stati condotti con riferimento alla Normativa vigente, in particolare:

- Legge 5/11/1971 n° 1086: “Norme per la disciplina delle opere in conglomerato cementizio normale e precompresso ed a struttura metallica”

- D.M. LL. PP. Del 14/2/1992 (stralcio): “Norme tecniche per

l’esecuzione delle opere in cemento armato normale e precompresso ed a struttura metallica”

- D.M. LL. PP. Del 9/1/1996: “Norme tecniche per il calcolo,

l’esecuzione ed il collaudo delle opere in cemento armato normale e precompresso e per le strutture metalliche”

- Decreto 16/1/1996: “ Norme tecniche relative ai <<Criteri generali

per la verifica di sicurezza delle costruzioni e dei carichi e sovraccarichi>>”

Il presente documento è stato redatto in ottemperanza a quanto prescritto in:

- Norme Tecniche C.N.R. N. 10024/86: “Analisi mediante elaboratore: impostazione e redazione delle relazioni di calcolo”.


4. Materiali utilizzati

I materiali previsti per la realizzazione delle opere in oggetto sono i seguenti: STRUTTURE IN ACCIAIO

- per le strutture metalliche ACCIAIO Fe 360

- per le unioni bullonate: bulloni ad alta resistenza, con viti di Classe 8.8, accoppiate con dadi 8

- per le unioni saldate saldature continue a cordone d’angolo, con

altezza di gola indicata sulle tavole esecutive di progetto, ed in ogni caso non inferiore a 7 mm

STRUTTURE IN CEMENTO ARMATO

- piani di fondazione : σadm,terr. = 1,5 kgf/cm2 - cemento tipo 425 - acciaio tipo Fe B 44k - conglomerato con Rck a 28 gg. = 250 kgf/cm2 - getti a 300 kgf/m3 per le strutture in c..a. - getti a 150 kgf/m3 per le basse fondazioni - inerti, sabbia e ghiaione idonei con dimensioni massime di 25 mm, in

proporzione da rispettare, di massima, la seguente granulometria: � passante al vaglio di 25 mm = 100 % � passante al vaglio di 15 mm = 90/80 % � passante al vaglio di 8 mm = 78/60 % � passante al vaglio di 4 mm = 74/36 % � passante al vaglio di 2 mm = 62/21 % � passante al vaglio di 1 mm = 49/12 % � passante al vaglio di 0.25 mm = 18/3 %


5. Metodo di verifica

Le verifiche sono state condotte con riferimento al metodo delle Tensioni Ammissibili; queste ultime, per i materiali utilizzati, sono fissate pari a:

- Acciaio Fe360

tensione ammissibile a sforzo normale σadm = 1600 kgf/cm2 tensione ammissibile a taglio τadm = 0,577 σam= 920 kgf/cm2

- Viti di Classe 8.8

tensione ammissibile a sforzo normale σb,adm= 3730 kgf/cm2 tensione ammissibile a taglio τb,adm= 2640 kgf/cm2

- Calcestruzzo RCK 250

tensione ammissibile a flessione σadm = 85 kgf/cm2 tensione ammissibile a sforzo normale σadm = 59,5 kgf/cm2 tensione ammissibile a taglio τc0 = 5,33 kgf/cm2

- Acciaio per armatura tipo FeB 44K

tensione ammissibile a trazione σadm = 2600 kgf/cm2


6. Analisi dei carichi

I carichi agenti ai vari piani dell’edificio in esame considerati nelle verifiche risultano essere i seguenti: solaio piano pavimento vano ufficio

- solaio in c.a. a travetti prefabbricati (stot=20cm) = 250 kgf/m2 - sovraccarico permanente = 150 kgf/m2 - sovraccarico variabile = 250 kgf/m2

Totale = 650 kgf/m2 solaio copertura

- pannelli autoportanti (s=10cm) = 100 kgf/m2 - sovraccarico variabile neve (*) = 150 kgf/m2

Totale = 250 kgf/m2

Il peso proprio di volume delle strutture in acciaio che costituiscono le strutture portanti è stato considerato pari a 7800 kgf/m3.

* Calcolo del carico dovuto alla neve secondo le prescrizioni di cui al Decreto 16/1/1996: “ Norme tecniche relative ai <<Criteri generali per la verifica di sicurezza delle costruzioni e dei carichi e sovraccarichi>>”: La costruzione in oggetto si trova ad un’altezza as pari a circa 239 m s.l.m., e fa parte della Zona 1 prevista dalla Normativa (Piemonte), per cui si ha:

qs = µi qsk = (0,8 x 1,72) = 1,4 kN/m2 = 140 kgf/m2 ≈ 150 kgf/m2 per: - qsk = 1,6 + 3 (as – 200) / 1000 = 1,6 + 3 (239 – 200) / 1000 = 1,72 kN/m2 - µI = 0,8 per inclinazione della copertura pari a α= 0°.


7. Verifiche statiche

Le verifiche statiche degli elementi portanti sono state condotte con l’ausilio del calcolatore; per lo sviluppo dei calcoli è stato utilizzato un codice di calcolo specifico per l’elaborazione strutturale, il programma “MASTERSAP” (prodotto dalla A.M.V. di Ronchi dei Legionari – Gorizia) . Per la schematizzazione della struttura è stato utilizzato un modello tridimensionale; alle pagine seguenti viene riportato una vista d'insieme delle strutture, mentre in Allegato 5 vengono riportati i dati di input ed output utilizzati dal programma di calcolo. Nel seguito vengono esplicitate le verifiche effettuate sui seguenti gruppi di elementi:

- travi di fondazione in c.a. - pilastri in acciaio - travi in acciaio della copertura - controventi in acciaio.

Y

X

Z

Vista d'insieme strutture


7.1 - Travi di fondazione

In Allegato 1 sono presentate le verifiche relative alle travi di fondazione, che consistono in una serie di tabulati nei quali è possibile leggere, con riferimento alla numerazione dei nodi e degli elementi delle singole aste, le sollecitazioni ed il tasso di lavoro a cui gli elementi sono sottoposti. Si allega inoltre uno schema grafico che mostra l'andamento delle pressioni di contatto tra le travi di fondazione ed il terreno; esse si mantengono al di sotto del valore di 0,3 kg/cmq, da considerarsi compatibile con l'approfondimento del piano di posa delle fondazioni previsto in progetto. Per il calcolo delle travi di fondazione è stato adottato un coefficiente di Winkler pari a 2 kg/cm2.

7.2 - Pilastri in acciaio

In Allegato 2 sono presentate le verifiche relative ai pilastri in acciaio; i tabulati mostrano i tassi di lavoro dei materiali, che si mantengono in ogni caso inferiori ai limiti previsti dalla Normativa, e le verifiche di stabilità degli elementi.

7.3 - Travi in acciaio della copertura

In Allegato 3 sono riportati i tabulati di verifica delle travi in acciaio, principali e secondarie, che costituiscono la copertura.

7.4 - Controventi in acciaio

In Allegato 4 sono riportati i tabulati di verifica degli elementi in acciaio di controvento. Si esplicita in questa sede invece la verifica di stabilità del controvento verticale maggiormente sollecitato, corrispondente all'asta n° 18 per la quale si ha:

N ≈ 1400 kg/cm2.

Dati asta (HEA 100): - l0 = l = 190 cm - ρmin = 2,51 cm - λ = l0 / ρmin = 75 < 250 - A = 21,2 cm2 - ω = 1,54 (da Tab. ACC.30.C) Verifica a compressione con il metodo "ω":

2amm

2 cm/kg1600cm/kg1022,21140054,1

AN =<=

⋅== σωσ .


ALLEGATO 1

X

Y

1/201/191/181/17

1/121/111/101/9

1/41/31/21/1 1 2 3 4

15 16 17 18

29 30 31 32

60

61

62

Z

1/241/231/221/21

1/161/151/141/13

1/81/71/61/5 5 6 7

19 20 21

33 34 35

63

64

65

Travi di fondazione - Numerazione nodi ed elementi

0.18590.1833

0.1918

0.2002

Y

0.2108

X

Z

0.247

0.2557

0.2662

0.2824 0.1379

0.1442

0.1522

0.18880.2022

0.21250.1859

0.23290.2539

0.2739

0.24940.159

0.2470.1575

0.1337

0.1306

Travi di fondazione - Pressioni di contatto con il terreno

Pag. 1

Studio Software AMV s.r.l. Via Roma, 96 Tel. 0481/779903

34077 Ronchi dei Legionari (GO)

Lavoro: A14_2 Intestazione lavoro: Scuola materna via Bellardi Elemento: TRAVE DI FONDAZIONE Gruppo: 1 Tabella: Tabella Fondazioni Descrizione: TRAVI DI FONDAZIONE Spunt. I 30.0 cm Spunt. J 30.0 cm Rck: 250.00 kg/cmq Tensione amm. acciaio: 2600.0 kg/cmq Coeff. di omogeneizzazione: 15 Copriferro: 5.0 cm Diametro reggistaffe: 14 mm Diametro armature: 14 mm Diametro staffe: 10 mm Numero braccia: 2

ASTA NUM. 1 NI 60 NF 1 SEZ. Rp B= 60.0 H= 50.0 (trave di fondazione)

armatura base = 4 d 14 per le armature aggiuntive consultare il tabulato

------------------------------------------------------------------------------------------------------------------------------ NC x Fx Fy Fz Mx My Mz APOST AANT AINF ASUP Sc Sf taglio tors PASSO -- ------------------ ------------------ ------------------------- ---------------------------- ----- cm kg kg*m cmq kg/cmq cm ------------------------------------------------------------------------------------------------------------------------------

1 0 0 24 0 0 0 0 3.08 3.08 3.08 3.08 0.00 0.0 0.01 0.00 --

apost= -- aant= -- ainf= -- asup= -- staffe= 2 d 10 / 33.0 ( e armatura base = 4 d 14 )

1 5 0 24 0 0 0 1 3.08 3.08 3.08 3.08 -0.01 0.9 0.01 0.00 --


1 10 0 72 0 0 0 2 3.08 3.08 3.08 3.08 -0.02 1.8 0.03 0.00 --


1 15 0 72 0 0 0 6 3.08 3.08 3.08 3.08 -0.06 4.6 0.03 0.00 --


1 20 0 120 0 0 0 10 3.08 3.08 3.08 3.08 -0.10 7.4 0.05 0.00 --


1 25 0 120 0 0 0 16 3.08 3.08 3.08 3.08 -0.16 11.9 0.05 0.00 --


1 30 0 167 0 0 0 22 3.08 3.08 3.08 3.08 -0.22 16.5 0.07 0.00 --


1 35 0 167 0 0 0 30 3.08 3.08 3.08 3.08 -0.30 22.9 0.07 0.00 --


1 40 0 214 0 0 0 38 3.08 3.08 3.08 3.08 -0.38 29.3 0.09 0.00 --


1 45 0 214 0 0 0 49 3.08 3.08 3.08 3.08 -0.49 37.5 0.09 0.00 --


1 50 0 214 0 0 0 60 3.08 3.08 3.08 3.08 -0.60 45.7 0.09 0.00 --





1 0 0 -405 0 0 0 164 3.08 3.08 3.08 3.08 -1.64 125.5 0.17 0.00 --


1 22 0 -405 0 0 0 77 3.08 3.08 3.08 3.08 -0.77 58.9 0.17 0.00 --


1 43 0 -405 0 0 0 -10 3.08 3.08 3.08 3.08 -0.10 7.8 0.17 0.00 --


1 65 0 -210 0 0 0 -55 3.08 3.08 3.08 3.08 -0.55 42.4 0.09 0.00 --


Pag. 2

1 86 0 -210 0 0 0 -101 3.08 3.08 3.08 3.08 -1.01 77.0 0.09 0.00 --


1 108 0 -21 0 0 0 -105 3.08 3.08 3.08 3.08 -1.05 80.5 0.01 0.00 --


1 129 0 162 0 0 0 -110 3.08 3.08 3.08 3.08 -1.10 84.1 0.07 0.00 --


1 151 0 162 0 0 0 -75 3.08 3.08 3.08 3.08 -0.75 57.4 0.07 0.00 --


1 172 0 341 0 0 0 -40 3.08 3.08 3.08 3.08 -0.40 30.8 0.14 0.00 --


1 194 0 341 0 0 0 33 3.08 3.08 3.08 3.08 -0.33 25.3 0.14 0.00 --


1 215 0 341 0 0 0 106 3.08 3.08 3.08 3.08 -1.06 81.4 0.14 0.00 --





1 0 0 -316 0 0 0 133 3.08 3.08 3.08 3.08 -1.33 101.6 0.13 0.00 --


1 22 0 -316 0 0 0 65 3.08 3.08 3.08 3.08 -0.65 49.5 0.13 0.00 --


1 43 0 -316 0 0 0 -3 3.08 3.08 3.08 3.08 -0.03 2.6 0.13 0.00 --


1 65 0 -147 0 0 0 -35 3.08 3.08 3.08 3.08 -0.35 26.9 0.06 0.00 --


1 86 0 -147 0 0 0 -67 3.08 3.08 3.08 3.08 -0.67 51.1 0.06 0.00 --


1 108 0 17 0 0 0 -63 3.08 3.08 3.08 3.08 -0.63 48.2 0.01 0.00 --


1 129 0 177 0 0 0 -59 3.08 3.08 3.08 3.08 -0.59 45.3 0.07 0.00 --


1 151 0 177 0 0 0 -21 3.08 3.08 3.08 3.08 -0.21 16.1 0.07 0.00 --


1 172 0 333 0 0 0 17 3.08 3.08 3.08 3.08 -0.17 13.1 0.14 0.00 --


1 194 0 333 0 0 0 89 3.08 3.08 3.08 3.08 -0.89 68.0 0.14 0.00 --


1 215 0 333 0 0 0 160 3.08 3.08 3.08 3.08 -1.60 122.8 0.14 0.00 --





1 0 0 -385 0 0 0 196 3.08 3.08 3.08 3.08 -1.96 150.4 0.16 0.00 --


1 22 0 -385 0 0 0 114 3.08 3.08 3.08 3.08 -1.14 87.0 0.16 0.00 --

Pag. 3


1 43 0 -385 0 0 0 31 3.08 3.08 3.08 3.08 -0.31 23.6 0.16 0.00 --


1 65 0 -239 0 0 0 -21 3.08 3.08 3.08 3.08 -0.21 15.7 0.10 0.00 --


1 86 0 -239 0 0 0 -72 3.08 3.08 3.08 3.08 -0.72 55.1 0.10 0.00 --


1 108 0 -99 0 0 0 -93 3.08 3.08 3.08 3.08 -0.93 71.4 0.04 0.00 --


1 129 0 -99 0 0 0 -114 3.08 3.08 3.08 3.08 -1.14 87.7 0.04 0.00 --


1 151 0 36 0 0 0 -107 3.08 3.08 3.08 3.08 -1.07 81.7 0.01 0.00 --


1 172 0 166 0 0 0 -99 3.08 3.08 3.08 3.08 -0.99 75.8 0.07 0.00 --


1 194 0 166 0 0 0 -63 3.08 3.08 3.08 3.08 -0.63 48.4 0.07 0.00 --


1 215 0 166 0 0 0 -27 3.08 3.08 3.08 3.08 -0.27 21.0 0.07 0.00 --





1 0 0 -578 0 0 0 9 3.08 3.08 3.08 3.08 -0.09 6.7 0.24 0.00 --


1 22 0 -578 0 0 0 -116 3.08 3.08 3.08 3.08 -1.16 88.6 0.24 0.00 --


1 43 0 -578 0 0 0 -240 3.08 3.08 3.08 3.08 -2.40 183.8 0.24 0.00 --


1 65 0 -456 0 0 0 -338 3.08 3.08 3.08 3.08 -3.38 258.9 0.19 0.00 --


1 86 0 -456 0 0 0 -436 3.08 3.08 3.08 3.08 -4.36 334.0 0.19 0.00 --


1 108 0 -335 0 0 0 -508 3.08 3.08 3.08 3.08 -5.08 389.1 0.14 0.00 --


1 129 0 -335 0 0 0 -580 3.08 3.08 3.08 3.08 -5.80 444.3 0.14 0.00 --


1 151 0 -213 0 0 0 -626 3.08 3.08 3.08 3.08 -6.26 479.4 0.09 0.00 --


1 172 0 -213 0 0 0 -671 3.08 3.08 3.08 3.08 -6.72 514.5 0.09 0.00 --


1 194 0 -86 0 0 0 -690 3.08 3.08 3.08 3.08 -6.90 528.7 0.04 0.00 --


1 215 0 -86 0 0 0 -708 3.08 3.08 3.08 3.08 -7.09 542.9 0.04 0.00 --




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

Pag. 4

NC x Fx Fy Fz Mx My Mz APOST AANT AINF ASUP Sc Sf taglio tors PASSO -- ------------------ ------------------ ------------------------- ---------------------------- ----- cm kg kg*m cmq kg/cmq cm ------------------------------------------------------------------------------------------------------------------------------

1 0 0 469 0 0 0 -680 3.08 3.08 3.08 3.08 -6.80 521.3 0.19 0.00 --


1 22 0 469 0 0 0 -580 3.08 3.08 3.08 3.08 -5.80 444.1 0.19 0.00 --


1 43 0 621 0 0 0 -479 3.08 3.08 3.08 3.08 -4.79 366.8 0.26 0.00 --


1 65 0 621 0 0 0 -345 3.08 3.08 3.08 3.08 -3.45 264.5 0.26 0.00 --


1 86 0 793 0 0 0 -212 3.08 3.08 3.08 3.08 -2.12 162.1 0.33 0.00 --


1 108 0 793 0 0 0 -41 3.08 3.08 3.08 3.08 -0.41 31.5 0.33 0.00 --


1 129 0 984 0 0 0 129 3.08 3.08 3.08 3.08 -1.29 99.2 0.41 0.00 --


1 151 0 984 0 0 0 341 3.08 3.08 3.08 3.08 -3.41 261.3 0.41 0.00 --


1 172 0 1196 0 0 0 553 3.08 3.08 3.08 3.08 -5.53 423.5 0.49 0.00 --


1 194 0 1196 0 0 0 810 3.08 3.08 3.08 3.08 -8.10 620.6 0.49 0.00 --


1 215 0 1196 0 0 0 1067 3.08 3.08 3.08 3.08 -10.67 817.7 0.49 0.00 --





1 0 0 -828 0 0 0 1104 3.08 3.08 3.08 3.08 -11.04 846.0 0.34 0.00 --


1 22 0 -828 0 0 0 926 3.08 3.08 3.08 3.08 -9.27 709.9 0.34 0.00 --


1 43 0 -828 0 0 0 749 3.08 3.08 3.08 3.08 -7.49 573.7 0.34 0.00 --


1 65 0 -594 0 0 0 621 3.08 3.08 3.08 3.08 -6.21 475.9 0.24 0.00 --


1 86 0 -594 0 0 0 493 3.08 3.08 3.08 3.08 -4.93 378.0 0.24 0.00 --


1 108 0 -358 0 0 0 416 3.08 3.08 3.08 3.08 -4.16 319.1 0.15 0.00 --


1 129 0 -358 0 0 0 339 3.08 3.08 3.08 3.08 -3.39 260.1 0.15 0.00 --


1 151 0 -124 0 0 0 313 3.08 3.08 3.08 3.08 -3.13 239.7 0.05 0.00 --


1 172 0 -124 0 0 0 286 3.08 3.08 3.08 3.08 -2.86 219.3 0.05 0.00 --


1 194 0 107 0 0 0 309 3.08 3.08 3.08 3.08 -3.09 236.9 0.04 0.00 --


Pag. 5

1 215 0 107 0 0 0 332 3.08 3.08 3.08 3.08 -3.32 254.4 0.04 0.00 --





1 0 0 -488 0 0 0 294 3.08 3.08 3.08 3.08 -2.94 225.5 0.20 0.00 --


1 11 0 -488 0 0 0 241 3.08 3.08 3.08 3.08 -2.41 184.4 0.20 0.00 --


1 22 0 -488 0 0 0 187 3.08 3.08 3.08 3.08 -1.87 143.2 0.20 0.00 --


1 33 0 -376 0 0 0 146 3.08 3.08 3.08 3.08 -1.46 111.6 0.15 0.00 --


1 44 0 -376 0 0 0 104 3.08 3.08 3.08 3.08 -1.04 79.9 0.15 0.00 --


1 55 0 -265 0 0 0 75 3.08 3.08 3.08 3.08 -0.75 57.6 0.11 0.00 --


1 66 0 -265 0 0 0 46 3.08 3.08 3.08 3.08 -0.46 35.2 0.11 0.00 --


1 77 0 -157 0 0 0 29 3.08 3.08 3.08 3.08 -0.29 22.0 0.06 0.00 --


1 88 0 -157 0 0 0 11 3.08 3.08 3.08 3.08 -0.11 8.7 0.06 0.00 --


1 99 0 -52 0 0 0 6 3.08 3.08 3.08 3.08 -0.06 4.4 0.02 0.00 --


1 110 0 -52 0 0 0 0 3.08 3.08 3.08 3.08 0.00 0.0 0.02 0.00 --





1 0 0 78 0 0 -0 0 3.08 3.08 3.08 3.08 -0.00 0.0 0.03 0.00 --


1 5 0 78 0 0 -0 4 3.08 3.08 3.08 3.08 -0.04 3.0 0.03 0.00 --


1 10 0 232 0 0 -0 8 3.08 3.08 3.08 3.08 -0.08 6.0 0.10 0.00 --


1 15 0 232 0 0 -0 19 3.08 3.08 3.08 3.08 -0.19 14.9 0.10 0.00 --


1 20 0 386 0 0 -0 31 3.08 3.08 3.08 3.08 -0.31 23.7 0.16 0.00 --


1 25 0 386 0 0 -0 50 3.08 3.08 3.08 3.08 -0.50 38.5 0.16 0.00 --


1 30 0 539 0 0 -0 70 3.08 3.08 3.08 3.08 -0.70 53.3 0.22 0.00 --


1 35 0 539 0 0 -0 97 3.08 3.08 3.08 3.08 -0.97 74.0 0.22 0.00 --

Pag. 6


1 40 0 692 0 0 -0 124 3.08 3.08 3.08 3.08 -1.24 94.7 0.28 0.00 --


1 45 0 692 0 0 -0 158 3.08 3.08 3.08 3.08 -1.58 121.2 0.28 0.00 --


1 50 0 692 0 0 -0 193 3.08 3.08 3.08 3.08 -1.93 147.7 0.28 0.00 --




------------------------------------------------------------------------------------------------------------------------------ NC x Fx Fy Fz Mx My Mz APOST AANT AINF ASUP Sc Sf taglio tors PASSO -- ------------------ ------------------ ------------------------- ---------------------------- ----- cm kg kg*m cmq kg/cmq cm -----------------------------------------------------------------------------------------------------------------------------

1 0 0 -1327 -0 0 -0 495 3.08 3.08 3.08 3.08 -4.95 379.5 0.55 0.00 --

post= -- aant= -- ainf= -- asup= -- staffe= 2 d 10 / 33.0 ( e armatura base = 4 d 14 )

1 22 0 -1327 -0 0 -0 210 3.08 3.08 3.08 3.08 -2.10 160.8 0.55 0.00 --


1 43 0 -1327 -0 0 0 -76 3.08 3.08 3.08 3.08 -0.76 57.9 0.55 0.00 --


1 65 0 -691 -0 0 0 -224 3.08 3.08 3.08 3.08 -2.24 171.7 0.28 0.00 --


1 86 0 -691 -0 0 0 -373 3.08 3.08 3.08 3.08 -3.73 285.5 0.28 0.00 --


1 108 0 -69 -0 0 0 -387 3.08 3.08 3.08 3.08 -3.87 296.8 0.03 0.00 --


1 129 0 541 0 0 0 -402 3.08 3.08 3.08 3.08 -4.02 308.1 0.22 0.00 --


1 151 0 541 0 0 0 -286 3.08 3.08 3.08 3.08 -2.86 219.0 0.22 0.00 --


1 172 0 1141 0 0 0 -170 3.08 3.08 3.08 3.08 -1.70 129.9 0.47 0.00 --


1 194 0 1141 0 0 -0 76 3.08 3.08 3.08 3.08 -0.76 58.2 0.47 0.00 --


1 215 0 1141 0 0 -0 321 3.08 3.08 3.08 3.08 -3.21 246.2 0.47 0.00 --





1 0 0 -1081 -0 0 -0 333 3.08 3.08 3.08 3.08 -3.33 254.8 0.44 0.00 --


1 22 0 -1081 -0 0 -0 100 3.08 3.08 3.08 3.08 -1.00 76.7 0.44 0.00 --


1 43 0 -1081 -0 0 0 -132 3.08 3.08 3.08 3.08 -1.32 101.3 0.44 0.00 --


1 65 0 -499 -0 0 0 -239 3.08 3.08 3.08 3.08 -2.39 183.5 0.21 0.00 --


1 86 0 -499 -0 0 0 -347 3.08 3.08 3.08 3.08 -3.47 265.6 0.21 0.00 --


Pag. 7

1 108 0 74 0 0 0 -331 3.08 3.08 3.08 3.08 -3.31 253.5 0.03 0.00 --


1 129 0 639 0 0 0 -315 3.08 3.08 3.08 3.08 -3.15 241.4 0.26 0.00 --


1 151 0 639 0 0 0 -178 3.08 3.08 3.08 3.08 -1.78 136.1 0.26 0.00 --


1 172 0 1200 0 0 0 -40 3.08 3.08 3.08 3.08 -0.40 30.8 0.49 0.00 --


1 194 0 1200 0 0 -0 218 3.08 3.08 3.08 3.08 -2.18 166.9 0.49 0.00 --


1 215 0 1200 0 0 -0 476 3.08 3.08 3.08 3.08 -4.76 364.6 0.49 0.00 --





1 0 0 -1179 -0 0 -0 516 3.08 3.08 3.08 3.08 -5.17 395.7 0.49 0.00 --


1 22 0 -1179 -0 0 -0 263 3.08 3.08 3.08 3.08 -2.63 201.5 0.49 0.00 --


1 43 0 -1179 -0 0 -0 10 3.08 3.08 3.08 3.08 -0.10 7.3 0.49 0.00 --


1 65 0 -630 -0 0 0 -126 3.08 3.08 3.08 3.08 -1.26 96.5 0.26 0.00 --


1 86 0 -630 -0 0 0 -262 3.08 3.08 3.08 3.08 -2.62 200.4 0.26 0.00 --


1 108 0 -90 -0 0 0 -281 3.08 3.08 3.08 3.08 -2.81 215.2 0.04 0.00 --


1 129 0 444 0 0 0 -300 3.08 3.08 3.08 3.08 -3.00 230.1 0.18 0.00 --


1 151 0 444 0 0 0 -205 3.08 3.08 3.08 3.08 -2.05 157.0 0.18 0.00 --


1 172 0 974 0 0 0 -110 3.08 3.08 3.08 3.08 -1.10 83.9 0.40 0.00 --


1 194 0 974 0 0 -0 100 3.08 3.08 3.08 3.08 -1.00 76.5 0.40 0.00 --


1 215 0 974 0 0 -0 309 3.08 3.08 3.08 3.08 -3.09 237.0 0.40 0.00 --





1 0 0 -1399 -0 0 -0 349 3.08 3.08 3.08 3.08 -3.49 267.1 0.58 0.00 --


1 22 0 -1399 -0 0 -0 48 3.08 3.08 3.08 3.08 -0.48 36.7 0.58 0.00 --


1 43 0 -1399 -0 0 0 -253 3.08 3.08 3.08 3.08 -2.53 193.7 0.58 0.00 --

Pag. 8


1 65 0 -878 -0 0 0 -442 3.08 3.08 3.08 3.08 -4.42 338.3 0.36 0.00 --


1 86 0 -878 -0 0 0 -630 3.08 3.08 3.08 3.08 -6.30 482.9 0.36 0.00 --


1 108 0 -361 -0 0 0 -708 3.08 3.08 3.08 3.08 -7.08 542.4 0.15 0.00 --


1 129 0 -361 -0 0 0 -785 3.08 3.08 3.08 3.08 -7.86 601.9 0.15 0.00 --


1 151 0 156 0 0 0 -752 3.08 3.08 3.08 3.08 -7.52 576.1 0.06 0.00 --


1 172 0 680 0 0 0 -718 3.08 3.08 3.08 3.08 -7.18 550.3 0.28 0.00 --


1 194 0 680 0 0 0 -572 3.08 3.08 3.08 3.08 -5.72 438.3 0.28 0.00 --


1 215 0 680 0 0 0 -426 3.08 3.08 3.08 3.08 -4.26 326.2 0.28 0.00 --





1 0 0 -119 -0 0 0 -396 3.08 3.08 3.08 3.08 -3.96 303.4 0.05 0.00 --


1 22 0 -119 -0 0 0 -422 3.08 3.08 3.08 3.08 -4.22 323.0 0.05 0.00 --


1 43 0 431 0 0 0 -447 3.08 3.08 3.08 3.08 -4.47 342.6 0.18 0.00 --


1 65 0 431 0 0 0 -355 3.08 3.08 3.08 3.08 -3.55 271.7 0.18 0.00 --


1 86 0 998 0 0 0 -262 3.08 3.08 3.08 3.08 -2.62 200.8 0.41 0.00 --


1 108 0 998 0 0 0 -47 3.08 3.08 3.08 3.08 -0.47 36.3 0.41 0.00 --


1 129 0 1586 0 0 -0 167 3.08 3.08 3.08 3.08 -1.67 128.2 0.65 0.00 --


1 151 0 1586 0 0 -0 508 3.08 3.08 3.08 3.08 -5.08 389.5 0.65 0.00 --


1 172 0 2192 0 0 -0 849 3.08 3.08 3.08 3.08 -8.49 650.8 0.90 0.00 --


1 194 0 2192 0 0 -0 1321 3.08 3.08 3.08 3.08 -13.21 1012.0 0.90 0.00 --


1 215 0 2192 0 0 -0 1792 3.08 3.08 3.08 3.08 -17.92 1373.3 0.90 0.00 --





Pag. 9

1 0 0 -1639 -0 0 -0 1854 3.08 3.08 3.08 3.08 -18.54 1420.8 0.67 0.00 --


1 22 0 -1639 -0 0 -0 1502 3.08 3.08 3.08 3.08 -15.02 1151.0 0.67 0.00 --


1 43 0 -1639 -0 0 -0 1150 3.08 3.08 3.08 3.08 -11.50 881.3 0.67 0.00 --


1 65 0 -1021 -0 0 -0 930 3.08 3.08 3.08 3.08 -9.31 713.0 0.42 0.00 --


1 86 0 -1021 -0 0 -0 711 3.08 3.08 3.08 3.08 -7.11 544.6 0.42 0.00 --


1 108 0 -412 -0 0 -0 622 3.08 3.08 3.08 3.08 -6.22 476.7 0.17 0.00 --


1 129 0 -412 -0 0 -0 533 3.08 3.08 3.08 3.08 -5.34 408.8 0.17 0.00 --


1 151 0 182 0 0 -0 573 3.08 3.08 3.08 3.08 -5.73 438.8 0.07 0.00 --


1 172 0 758 0 0 -0 612 3.08 3.08 3.08 3.08 -6.12 468.8 0.31 0.00 --


1 194 0 758 0 0 -0 775 3.08 3.08 3.08 3.08 -7.75 593.7 0.31 0.00 --


1 215 0 758 0 0 -0 938 3.08 3.08 3.08 3.08 -9.38 718.7 0.31 0.00 --





1 0 0 -1181 -0 0 -0 708 3.08 3.08 3.08 3.08 -7.08 542.6 0.49 0.00 --


1 11 0 -1181 -0 0 -0 578 3.08 3.08 3.08 3.08 -5.78 443.1 0.49 0.00 --


1 22 0 -1181 -0 0 -0 448 3.08 3.08 3.08 3.08 -4.48 343.6 0.49 0.00 --


1 33 0 -904 -0 0 -0 349 3.08 3.08 3.08 3.08 -3.49 267.3 0.37 0.00 --


1 44 0 -904 -0 0 -0 249 3.08 3.08 3.08 3.08 -2.49 191.0 0.37 0.00 --


1 55 0 -636 -0 0 -0 179 3.08 3.08 3.08 3.08 -1.79 137.5 0.26 0.00 --


1 66 0 -636 -0 0 -0 110 3.08 3.08 3.08 3.08 -1.10 83.9 0.26 0.00 --


1 77 0 -375 -0 0 -0 68 3.08 3.08 3.08 3.08 -0.68 52.3 0.15 0.00 --


1 88 0 -375 -0 0 -0 27 3.08 3.08 3.08 3.08 -0.27 20.6 0.15 0.00 --


1 99 0 -122 -0 0 -0 13 3.08 3.08 3.08 3.08 -0.13 10.3 0.05 0.00 --


1 110 0 -122 -0 0 -0 0 3.08 3.08 3.08 3.08 -0.00 0.0 0.05 0.00 --


Pag. 10



------------------------------------------------------------------------------------------------------------------------------ NC x Fx Fy Fz Mx My Mz APOST AANT AINF ASUP Sc Sf taglio tors PASSO -- ------------------ ------------------ ------------------------- ---------------------------- ----- cm kg kg*m cmq kg/cmq cm -----------------------------------------------------------------------------------------------------------------------------

1 0 0 48 0 0 -0 0 3.08 3.08 3.08 3.08 -0.00 0.0 0.02 0.00 --

post= -- aant= -- ainf= -- asup= -- staffe= 2 d 10 / 33.0 ( e armatura base = 4 d 14 )

1 5 0 48 0 0 -0 2 3.08 3.08 3.08 3.08 -0.02 1.8 0.02 0.00 --


1 10 0 144 0 0 -0 5 3.08 3.08 3.08 3.08 -0.05 3.7 0.06 0.00 --


1 15 0 144 0 0 -0 12 3.08 3.08 3.08 3.08 -0.12 9.2 0.06 0.00 --


1 20 0 240 0 0 -0 19 3.08 3.08 3.08 3.08 -0.19 14.7 0.10 0.00 --


1 25 0 240 0 0 -0 31 3.08 3.08 3.08 3.08 -0.31 23.9 0.10 0.00 --


1 30 0 335 0 0 -0 43 3.08 3.08 3.08 3.08 -0.43 33.1 0.14 0.00 --


1 35 0 335 0 0 -0 60 3.08 3.08 3.08 3.08 -0.60 45.9 0.14 0.00 --


1 40 0 429 0 0 -0 77 3.08 3.08 3.08 3.08 -0.77 58.8 0.18 0.00 --


1 45 0 429 0 0 -0 98 3.08 3.08 3.08 3.08 -0.98 75.2 0.18 0.00 --


1 50 0 429 0 0 -0 120 3.08 3.08 3.08 3.08 -1.20 91.7 0.18 0.00 --





1 0 0 -817 -0 0 -0 316 3.08 3.08 3.08 3.08 -3.16 242.5 0.34 0.00 --


1 22 0 -817 -0 0 -0 141 3.08 3.08 3.08 3.08 -1.41 107.9 0.34 0.00 --


1 43 0 -817 -0 0 0 -35 3.08 3.08 3.08 3.08 -0.35 26.8 0.34 0.00 --


1 65 0 -422 -0 0 0 -126 3.08 3.08 3.08 3.08 -1.26 96.3 0.17 0.00 --


1 86 0 -422 -0 0 0 -216 3.08 3.08 3.08 3.08 -2.16 165.8 0.17 0.00 --


1 108 0 -37 -0 0 0 -224 3.08 3.08 3.08 3.08 -2.24 171.9 0.02 0.00 --


1 129 0 341 0 0 0 -232 3.08 3.08 3.08 3.08 -2.32 177.9 0.14 0.00 --


1 151 0 341 0 0 0 -159 3.08 3.08 3.08 3.08 -1.59 121.7 0.14 0.00 --


1 172 0 713 0 0 0 -85 3.08 3.08 3.08 3.08 -0.85 65.5 0.29 0.00 --

Pag. 11


1 194 0 713 0 0 -0 68 3.08 3.08 3.08 3.08 -0.68 51.9 0.29 0.00 --


1 215 0 713 0 0 -0 221 3.08 3.08 3.08 3.08 -2.21 169.3 0.29 0.00 --





1 0 0 -669 -0 0 -0 243 3.08 3.08 3.08 3.08 -2.43 186.0 0.28 0.00 --


1 22 0 -669 -0 0 -0 99 3.08 3.08 3.08 3.08 -0.99 75.7 0.28 0.00 --


1 43 0 -669 -0 0 0 -45 3.08 3.08 3.08 3.08 -0.45 34.5 0.28 0.00 --


1 65 0 -311 -0 0 0 -112 3.08 3.08 3.08 3.08 -1.12 85.7 0.13 0.00 --


1 86 0 -311 -0 0 0 -179 3.08 3.08 3.08 3.08 -1.79 136.9 0.13 0.00 --


1 108 0 41 0 0 0 -170 3.08 3.08 3.08 3.08 -1.70 130.2 0.02 0.00 --


1 129 0 387 0 0 0 -161 3.08 3.08 3.08 3.08 -1.61 123.5 0.16 0.00 --


1 151 0 387 0 0 0 -78 3.08 3.08 3.08 3.08 -0.78 59.7 0.16 0.00 --


1 172 0 728 0 0 -0 5 3.08 3.08 3.08 3.08 -0.05 4.0 0.30 0.00 --


1 194 0 728 0 0 -0 162 3.08 3.08 3.08 3.08 -1.62 123.9 0.30 0.00 --


1 215 0 728 0 0 -0 318 3.08 3.08 3.08 3.08 -3.18 243.9 0.30 0.00 --





1 0 0 -758 -0 0 -0 359 3.08 3.08 3.08 3.08 -3.59 275.1 0.31 0.00 --


1 22 0 -758 -0 0 -0 196 3.08 3.08 3.08 3.08 -1.96 150.2 0.31 0.00 --


1 43 0 -758 -0 0 -0 33 3.08 3.08 3.08 3.08 -0.33 25.3 0.31 0.00 --


1 65 0 -428 -0 0 0 -59 3.08 3.08 3.08 3.08 -0.59 45.2 0.18 0.00 --


1 86 0 -428 -0 0 0 -151 3.08 3.08 3.08 3.08 -1.51 115.8 0.18 0.00 --


1 108 0 -106 -0 0 0 -174 3.08 3.08 3.08 3.08 -1.74 133.2 0.04 0.00 --


Pag. 12

1 129 0 211 0 0 0 -197 3.08 3.08 3.08 3.08 -1.97 150.7 0.09 0.00 --


1 151 0 211 0 0 0 -151 3.08 3.08 3.08 3.08 -1.51 116.0 0.09 0.00 --


1 172 0 522 0 0 0 -106 3.08 3.08 3.08 3.08 -1.06 81.3 0.21 0.00 --


1 194 0 522 0 0 -0 6 3.08 3.08 3.08 3.08 -0.06 4.8 0.21 0.00 --


1 215 0 522 0 0 -0 119 3.08 3.08 3.08 3.08 -1.19 90.8 0.21 0.00 --





1 0 0 -971 -0 0 -0 159 3.08 3.08 3.08 3.08 -1.59 121.6 0.40 0.00 --


1 22 0 -971 -0 0 0 -50 3.08 3.08 3.08 3.08 -0.50 38.4 0.40 0.00 --


1 43 0 -971 -0 0 0 -259 3.08 3.08 3.08 3.08 -2.59 198.3 0.40 0.00 --


1 65 0 -668 -0 0 0 -403 3.08 3.08 3.08 3.08 -4.03 308.5 0.28 0.00 --


1 86 0 -668 -0 0 0 -546 3.08 3.08 3.08 3.08 -5.46 418.6 0.28 0.00 --


1 108 0 -369 -0 0 0 -626 3.08 3.08 3.08 3.08 -6.26 479.4 0.15 0.00 --


1 129 0 -369 -0 0 0 -705 3.08 3.08 3.08 3.08 -7.05 540.3 0.15 0.00 --


1 151 0 -70 -0 0 0 -720 3.08 3.08 3.08 3.08 -7.20 551.7 0.03 0.00 --


1 172 0 236 0 0 0 -735 3.08 3.08 3.08 3.08 -7.35 563.2 0.10 0.00 --


1 194 0 236 0 0 0 -684 3.08 3.08 3.08 3.08 -6.84 524.3 0.10 0.00 --


1 215 0 236 0 0 0 -633 3.08 3.08 3.08 3.08 -6.34 485.4 0.10 0.00 --





1 0 0 255 0 0 0 -603 3.08 3.08 3.08 3.08 -6.03 461.9 0.10 0.00 --


1 22 0 255 0 0 0 -548 3.08 3.08 3.08 3.08 -5.48 420.0 0.10 0.00 --


1 43 0 587 0 0 0 -493 3.08 3.08 3.08 3.08 -4.93 378.0 0.24 0.00 --


1 65 0 587 0 0 0 -367 3.08 3.08 3.08 3.08 -3.67 281.3 0.24 0.00 --

Pag. 13


1 86 0 939 0 0 0 -241 3.08 3.08 3.08 3.08 -2.41 184.6 0.39 0.00 --


1 108 0 939 0 0 0 -39 3.08 3.08 3.08 3.08 -0.39 29.9 0.39 0.00 --


1 129 0 1312 0 0 -0 163 3.08 3.08 3.08 3.08 -1.63 124.8 0.54 0.00 --


1 151 0 1312 0 0 -0 445 3.08 3.08 3.08 3.08 -4.45 340.9 0.54 0.00 --


1 172 0 1705 0 0 -0 727 3.08 3.08 3.08 3.08 -7.27 557.1 0.70 0.00 --


1 194 0 1705 0 0 -0 1093 3.08 3.08 3.08 3.08 -10.94 838.0 0.70 0.00 --


1 215 0 1705 0 0 -0 1460 3.08 3.08 3.08 3.08 -14.60 1118.9 0.70 0.00 --





1 0 0 -1234 -0 0 -0 1511 3.08 3.08 3.08 3.08 -15.11 1157.9 0.51 0.00 --


1 22 0 -1234 -0 0 -0 1246 3.08 3.08 3.08 3.08 -12.46 954.6 0.51 0.00 --


1 43 0 -1234 -0 0 -0 980 3.08 3.08 3.08 3.08 -9.81 751.3 0.51 0.00 --


1 65 0 -822 -0 0 -0 804 3.08 3.08 3.08 3.08 -8.04 615.9 0.34 0.00 --


1 86 0 -822 -0 0 -0 627 3.08 3.08 3.08 3.08 -6.27 480.4 0.34 0.00 --


1 108 0 -414 -0 0 -0 538 3.08 3.08 3.08 3.08 -5.38 412.2 0.17 0.00 --


1 129 0 -414 -0 0 -0 449 3.08 3.08 3.08 3.08 -4.49 344.0 0.17 0.00 --


1 151 0 -14 -0 0 -0 446 3.08 3.08 3.08 3.08 -4.46 341.7 0.01 0.00 --


1 172 0 375 0 0 -0 443 3.08 3.08 3.08 3.08 -4.43 339.4 0.15 0.00 --


1 194 0 375 0 0 -0 524 3.08 3.08 3.08 3.08 -5.24 401.2 0.15 0.00 --


1 215 0 375 0 0 -0 604 3.08 3.08 3.08 3.08 -6.04 463.0 0.15 0.00 --





1 0 0 -803 -0 0 -0 482 3.08 3.08 3.08 3.08 -4.82 369.5 0.33 0.00 --


Pag. 14

1 11 0 -803 -0 0 -0 394 3.08 3.08 3.08 3.08 -3.94 301.8 0.33 0.00 --


1 22 0 -803 -0 0 -0 306 3.08 3.08 3.08 3.08 -3.06 234.1 0.33 0.00 --


1 33 0 -616 -0 0 -0 238 3.08 3.08 3.08 3.08 -2.38 182.2 0.25 0.00 --


1 44 0 -616 -0 0 -0 170 3.08 3.08 3.08 3.08 -1.70 130.3 0.25 0.00 --


1 55 0 -433 -0 0 -0 122 3.08 3.08 3.08 3.08 -1.22 93.8 0.18 0.00 --


1 66 0 -433 -0 0 -0 75 3.08 3.08 3.08 3.08 -0.75 57.2 0.18 0.00 --


1 77 0 -256 -0 0 -0 47 3.08 3.08 3.08 3.08 -0.47 35.7 0.11 0.00 --


1 88 0 -256 -0 0 -0 18 3.08 3.08 3.08 3.08 -0.18 14.1 0.11 0.00 --


1 99 0 -84 -0 0 -0 9 3.08 3.08 3.08 3.08 -0.09 7.0 0.03 0.00 --


1 110 0 -84 -0 0 -0 0 3.08 3.08 3.08 3.08 -0.00 0.0 0.03 0.00 --



ALLEGATO 2

32

31

1/18

30

1/17

29

Y

1/16

1/15

X

39

40

17

Z

16

41

1/10

15

42

1/9

3

1/8

2

1/3

1

1/2

26

1/1

27

28

10

9

8

35

34

1/21

33

1/20

1/19

36

37

21

20

38

1/14

19

1/13

18

1/12

71/11

6

1/7

5

22

1/6

4

1/5

23

1/4

24

1425

13

12

11

Pilastri - Numerazione nodi ed elementi

Pag. 1



Lavoro: A14_2 Intestazione lavoro: Scuola materna via Bellardi Elemento: TRAVE Metodo di verifica: Tensioni ammissibili Gruppo: 1 Descrizione: PILASTRI Tabella: Tabella Pilastri Tipo acciaio: Fe 360 Beta secondo il piano 'yx': 1.000 Beta secondo il piano 'zx': 1.000

ASTA NUM. 1 NI 1 NF 8 Lungh. 426.4 cm SEZ. 1 Ps HEA 120

qy medio cond.: A B C D E F G H p.p. y qy tot. -- -- -- -- -- -- -- -- 0.0161 0.0161 kg/cm

----------------------------------------------------------------------------------------------------------------------------- NC x Fx Fy Fz Mx My Mz Sf(Fx) Sf(M) taglio tors. Sf.id. Loc. Nota -- ------------------ ------------------ -------------------------------------- cm kg kg*m kg/cmq -----------------------------------------------------------------------------------------------------------------------------

1 0 -739 66 5 0 -11 -104 29.2 125.7 12.4 0.0 154.9 1

1 213 -697 63 5 0 -22 34 27.5 89.0 11.8 0.0 116.6 1

1 426 -655 59 5 0 -34 164 25.9 241.5 11.2 0.0 267.4 1

Verifica di STABILITA' e/o SVERGOLAMENTO

----------------------------------------------------------------------------------------------------------------------------- n.comb Fx My eq. Mz eq. Sn. omega Sn.yx Sn.zx OMEGA OMEGA1 Sf Nota -- ------------------ -- kg kg*m kg/cmq -----------------------------------------------------------------------------------------------------------------------------

1 -739 24 66 142 88 142 3.18 1.00 221.9




1 0 -833 11 1 0 -16 -26 32.9 65.1 2.0 0.0 98.1 1

1 205 -793 7 1 0 -18 -8 31.3 53.8 1.4 0.0 85.1 1

1 410 -752 4 1 0 -20 4 29.7 56.6 0.8 0.0 86.3 1



1 -833 18 14 136 84 136 2.99 1.00 162.0




1 0 -871 18 4 0 -11 -36 34.4 62.3 3.3 0.0 96.7 1

1 197 -832 14 4 0 -18 -4 32.9 52.0 2.7 0.0 84.8 1

1 395 -793 11 4 0 -26 21 31.3 87.4 2.1 0.0 118.7 1


----------------------------------------------------------------------------------------------------------------------------- n.comb Fx My eq. Mz eq. Sn. omega Sn.yx Sn.zx OMEGA OMEGA1 Sf Nota -- ------------------ -- kg kg*m kg/cmq

Pag. 2

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

1 -871 20 14 131 81 131 2.83 1.00 165.3




1 0 -873 18 7 0 -5 -36 34.5 47.0 3.4 0.0 81.5 1

1 189 -835 15 7 0 -19 -5 33.0 54.2 2.8 0.0 87.2 1

1 379 -798 12 7 0 -33 21 31.5 105.5 2.3 0.0 137.1 1



1 -873 22 14 126 78 126 2.68 1.00 165.5




1 0 -87 15 12 0 2 -28 3.4 31.2 2.7 0.0 34.6 1

1 181 -51 12 12 0 -20 -4 2.0 54.9 2.2 0.0 56.9 1

1 363 -15 9 12 0 -41 14 0.6 120.0 1.6 0.0 120.6 1



1 -87 24 11 121 75 121 2.54 1.00 81.6




1 0 -1400 22 18 0 10 -38 55.3 62.3 4.2 0.0 117.6 1

1 174 -1366 20 18 0 -20 -1 54.0 53.8 3.7 0.0 107.7 1

1 347 -1331 17 18 0 -51 30 52.6 160.7 3.2 0.0 213.3 1



1 -1400 26 15 115 71 115 2.37 1.00 218.0

STA NUM. 7 NI 7 NF 14 Lungh. 331.1 cm SEZ. 1 Ps HEA 120



Pag. 3

1 0 -771 -52 33 0 30 38 30.5 113.4 9.7 0.0 143.8 1

1 166 -738 -55 33 0 -25 -51 29.2 113.0 10.3 0.0 142.1 1

1 331 -706 -57 33 0 -80 -143 27.9 343.5 10.8 0.0 371.4 1



1 -771 36 71 110 68 110 2.24 1.00 232.3




1 0 -2413 205 16 0 -48 -303 95.4 409.8 38.5 0.0 505.2 1

1 213 -2371 202 16 0 -83 132 93.7 339.1 37.9 0.0 432.8 1

1 426 -2329 199 16 0 -118 559 92.1 830.5 37.3 0.0 922.6 1



1 -2413 90 223 142 88 142 3.18 1.00 796.1




1 0 -2824 -2 54 0 2 -11 111.6 16.0 4.3 0.0 127.6 1

1 205 -2784 -5 54 0 -110 -18 110.0 301.9 4.3 0.0 411.9 1

1 410 -2743 -8 54 0 -221 -32 108.4 605.0 4.3 0.0 713.4 1



1 -2824 132 24 136 84 136 2.99 1.00 760.3




1 0 -2944 20 61 0 6 -41 116.4 54.4 4.7 0.0 170.8 1

1 197 -2905 17 61 0 -113 -4 114.8 298.0 4.7 0.0 412.9 1

1 395 -2865 14 61 0 -233 27 113.2 630.4 4.7 0.0 743.6 1



Pag. 4

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

1 -2944 137 16 131 81 131 2.83 1.00 762.7




1 0 -2907 19 68 0 12 -39 114.9 68.0 5.3 0.0 182.9 1

1 189 -2870 16 68 0 -118 -5 113.4 310.4 5.3 0.0 423.8 1

1 379 -2832 13 68 0 -247 23 111.9 663.2 5.3 0.0 775.1 1



1 -2907 143 16 126 78 126 2.68 1.00 752.8




1 0 -1739 15 77 0 19 -30 68.7 76.4 6.1 0.0 145.2 1

1 181 -1703 12 77 0 -122 -5 67.3 321.6 6.1 0.0 389.0 1

1 363 -1667 9 77 0 -262 14 65.9 694.5 6.1 0.0 760.4 1



1 -1739 150 12 121 75 121 2.54 1.00 606.7




1 0 -3214 41 88 0 27 -63 127.0 128.9 7.7 0.0 255.9 1

1 174 -3180 38 88 0 -126 6 125.7 334.4 7.2 0.0 460.1 1

1 347 -3146 35 88 0 -280 70 124.3 793.0 6.9 0.0 917.4 1



1 -3214 157 28 115 71 115 2.37 1.00 793.3




Pag. 5

1 0 -2386 -236 52 0 -18 230 94.3 261.8 44.2 0.0 356.1 1

1 166 -2353 -238 52 0 -104 -163 93.0 422.1 44.8 0.0 515.1 1

1 331 -2320 -241 52 0 -190 -560 91.7 1019.0 45.3 0.0 1110.7 1



1 -2386 121 244 110 68 110 2.24 1.00 790.2




1 0 -1491 131 -18 0 48 -197 58.9 308.5 24.5 0.0 367.5 1

1 213 -1449 127 -18 0 86 78 57.3 295.4 23.9 0.0 352.7 1

1 426 -1406 124 -18 0 124 345 55.6 645.7 23.2 0.0 701.2 1



1 -1491 93 138 142 88 142 3.18 1.00 586.3




1 0 -1753 6 -90 0 -45 -22 69.3 138.3 7.0 0.0 207.6 1

1 205 -1713 3 -90 0 140 -13 67.7 375.0 7.0 0.0 442.7 1

1 410 -1672 -1 -90 0 325 -11 66.1 853.6 7.0 0.0 919.7 1



1 -1753 177 17 136 84 136 2.99 1.00 730.0




1 0 -1828 20 -93 0 -40 -41 72.3 142.4 7.3 0.0 214.7 1

1 197 -1789 17 -93 0 144 -5 70.7 379.2 7.3 0.0 449.9 1

1 395 -1750 14 -93 0 329 25 69.2 877.9 7.3 0.0 947.1 1



Pag. 6

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

1 -1828 181 16 131 81 131 2.83 1.00 737.8




1 0 -1805 20 -96 0 -33 -40 71.3 123.7 7.5 0.0 195.0 1

1 189 -1768 17 -96 0 150 -6 69.9 394.1 7.5 0.0 464.0 1

1 379 -1730 14 -96 0 332 23 68.4 885.3 7.5 0.0 953.7 1



1 -1805 186 16 126 78 126 2.68 1.00 733.8




1 0 -797 16 -99 0 -25 -31 31.5 93.7 7.8 0.0 125.2 1

1 181 -761 13 -99 0 155 -5 30.1 407.9 7.8 0.0 438.0 1

1 363 -725 10 -99 0 335 15 28.7 885.4 7.8 0.0 914.1 1



1 -797 191 12 121 75 121 2.54 1.00 605.6




1 0 -2271 32 -102 0 -16 -51 89.8 88.5 8.0 0.0 178.3 1

1 174 -2237 29 -102 0 161 2 88.4 420.1 8.0 0.0 508.5 1

1 347 -2203 26 -102 0 338 50 87.1 924.1 8.0 0.0 1011.2 1



1 -2271 196 20 115 71 115 2.37 1.00 790.6




Pag. 7

1 0 -1478 -134 1 0 112 122 58.4 404.5 25.2 0.0 462.9 1

1 166 -1446 -137 1 0 110 -102 57.1 380.8 25.7 0.0 438.0 1

1 331 -1413 -140 1 0 108 -331 55.8 591.1 26.2 0.0 647.0 1



1 -1478 110 150 110 68 110 2.24 1.00 575.6


ALLEGATO 3

X

Y

2/13

2/14

2/15

11

25

46

4/3

4/9

2/9

2/10

2/11

10

26

47

4/2

4/8

2/5

2/6

2/7

9

27

48

4/1

4/7

2/1

2/2

2/3

8

28

49

4/20

4/21

2/29

2/30

2/31

66

68

74

Z

2/15

2/1639

53

4/15

2/11

2/1240

54

4/14

2/7

2/841

55

4/13

2/3

2/442

56

4/19

2/31

2/3270

72

2/33

2/34

2/35

67

69

75

4/23

4/24

2/25

2/26

2/27

14

22

43

4/6

4/12

2/21

2/22

2/23

13

23

44

4/5

4/11

2/17

2/18

2/19

12

24

45

4/4

4/10

2/13

2/14

2/15

11

25

46

2/35

2/3671

73

4/22

2/27

2/2836

50

4/18

2/23

2/2437

51

4/17

2/19

2/2038

52

4/16

2/15

2/1639

53

Travi copertura - Numerazione nodi ed elementi

Pag. 1



Lavoro: A14_2 Intestazione lavoro: Scuola materna via Bellardi Elemento: TRAVE Metodo di verifica: Tensioni ammissibili Gruppo: 2 Descrizione: TRAVI Tabella: Tabella Travi Tipo acciaio: Fe 360


qy medio cond.: A B C D E F G H p.p. y qy tot. 3.0000 -- -- -- -- -- -- -- 0.1986 3.1986 kg/cm


1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

1 12 0 -38 0 0 0 -2 0.0 2.2 7.2 0.0 12.5 4

1 24 0 -77 0 0 0 -9 0.0 8.7 14.4 0.0 25.0 4

1 36 0 -115 0 0 0 -21 0.0 19.5 21.6 0.0 37.4 3

1 48 0 -154 0 0 0 -37 0.0 34.7 28.8 0.0 53.7 3

1 60 0 -192 0 0 0 -58 0.0 54.1 36.0 0.0 72.7 3




1 0 -2 207 1 0 -1 -90 0.1 86.7 38.9 0.0 94.7 3

1 49 -2 51 1 0 -1 -27 0.1 29.1 9.5 0.0 29.2 1

1 98 -2 -106 1 0 -2 -41 0.1 43.8 19.9 0.0 45.3 3

1 147 -2 -263 1 0 -3 -131 0.1 130.8 49.4 0.0 131.0 3

1 196 -2 -420 1 0 -4 -298 0.1 289.9 78.8 0.0 290.0 1

1 245 -2 -576 1 0 -4 -542 0.1 521.3 108.2 0.0 521.4 1




1 0 -16 881 -2 0 -2 -659 0.6 626.2 165.4 0.0 626.8 1

1 98 -16 568 -2 0 -0 51 0.6 47.9 106.6 0.0 184.6 4

1 196 -16 254 -2 0 2 454 0.6 432.5 47.8 0.0 433.2 1

1 294 -16 -59 -2 0 5 549 0.6 528.5 11.1 0.0 529.1 1

1 392 -16 -373 -2 0 7 338 0.6 335.5 69.9 0.0 336.1 1

1 490 -16 -686 -2 0 9 -181 0.6 193.9 128.8 0.0 248.4 3




Pag. 2

1 0 0 192 0 0 0 -58 0.0 54.1 36.0 0.0 72.7 3

1 12 0 154 0 0 0 -37 0.0 34.7 28.8 0.0 53.7 3

1 24 0 115 0 0 0 -21 0.0 19.5 21.6 0.0 37.4 3

1 36 0 77 0 0 0 -9 0.0 8.7 14.4 0.0 25.0 4

1 48 0 38 0 0 0 -2 0.0 2.2 7.2 0.0 12.5 4

1 60 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1




1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

1 12 0 -74 0 0 0 -4 0.0 4.2 14.0 0.0 24.2 4

1 24 0 -149 0 0 0 -18 0.0 16.8 27.9 0.0 48.4 4

1 36 0 -223 0 0 0 -40 0.0 37.8 41.9 0.0 72.6 3

1 48 0 -298 0 0 0 -71 0.0 67.2 55.9 0.0 104.0 3

1 60 0 -372 0 0 0 -112 0.0 105.0 69.8 0.0 140.9 3




1 0 -63 383 -2 0 -3 -132 2.5 132.0 71.9 0.0 156.1 3

1 49 -63 79 -2 0 -2 -18 2.5 22.7 14.9 0.0 29.0 3

1 98 -63 -225 -2 0 -1 -54 2.5 53.5 42.2 0.0 79.9 3

1 147 -63 -528 -2 0 -0 -238 2.5 224.2 99.2 0.0 248.2 3

1 196 -63 -832 -2 0 1 -571 2.5 539.3 156.2 0.0 541.8 1

1 245 -63 -1136 -2 0 2 -1053 2.5 995.2 213.3 0.0 997.7 1




1 0 -133 1690 -1 0 -2 -1275 5.3 1204.3 317.3 0.0 1209.6 1

1 98 -133 1082 -1 0 -1 83 5.3 80.6 203.2 0.0 352.0 4

1 196 -133 475 -1 0 0 846 5.3 796.0 89.1 0.0 801.2 1

1 294 -133 -133 -1 0 1 1013 5.3 956.2 24.9 0.0 961.5 1

1 392 -133 -740 -1 0 2 586 5.3 556.5 139.0 0.0 561.7 1

1 490 -133 -1348 -1 0 3 -438 5.3 419.8 253.1 0.0 531.8 3




1 0 0 372 0 0 0 -112 0.0 105.0 69.8 0.0 140.9 3

1 12 0 298 0 0 0 -71 0.0 67.2 55.9 0.0 104.0 3

1 24 0 223 0 0 0 -40 0.0 37.8 41.9 0.0 72.6 3

Pag. 3

1 36 0 149 0 0 0 -18 0.0 16.8 27.9 0.0 48.4 4

1 48 0 74 0 0 0 -4 0.0 4.2 14.0 0.0 24.2 4

1 60 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1




1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

1 12 0 -74 0 0 0 -4 0.0 4.2 14.0 0.0 24.2 4

1 24 0 -149 0 0 0 -18 0.0 16.8 27.9 0.0 48.4 4

1 36 0 -223 0 0 0 -40 0.0 37.8 41.9 0.0 72.6 3

1 48 0 -298 0 0 0 -71 0.0 67.2 55.9 0.0 104.0 3

1 60 0 -372 0 0 0 -112 0.0 105.0 69.8 0.0 140.9 3




1 0 96 389 -2 0 -3 -137 3.8 138.1 73.1 0.0 161.6 3

1 49 96 86 -2 0 -3 -21 3.8 26.4 16.1 0.0 32.7 3

1 98 96 -218 -2 0 -2 -54 3.8 54.6 40.9 0.0 79.1 3

1 147 96 -522 -2 0 -1 -235 3.8 222.9 97.9 0.0 246.1 3

1 196 96 -825 -2 0 0 -565 3.8 531.8 154.9 0.0 535.6 1

1 245 96 -1129 -2 0 1 -1044 3.8 984.6 211.9 0.0 988.4 1




1 0 -8 1689 -1 0 -2 -1277 0.3 1207.4 317.1 0.0 1207.7 1

1 98 -8 1082 -1 0 -1 81 0.3 78.3 203.0 0.0 351.7 4

1 196 -8 474 -1 0 1 843 0.3 794.3 89.0 0.0 794.6 1

1 294 -8 -133 -1 0 2 1010 0.3 955.3 25.0 0.0 955.6 1

1 392 -8 -741 -1 0 3 582 0.3 556.3 139.0 0.0 556.6 1

1 490 -8 -1348 -1 0 5 -442 0.3 428.3 253.1 0.0 530.9 3




1 0 0 372 0 0 0 -112 0.0 105.0 69.8 0.0 140.9 3

1 12 0 298 0 0 0 -71 0.0 67.2 55.9 0.0 104.0 3

1 24 0 223 0 0 0 -40 0.0 37.8 41.9 0.0 72.6 3

1 36 0 149 0 0 0 -18 0.0 16.8 27.9 0.0 48.4 4

1 48 0 74 0 0 0 -4 0.0 4.2 14.0 0.0 24.2 4

1 60 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

Pag. 4




1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

1 12 0 -74 0 0 0 -4 0.0 4.2 14.0 0.0 24.2 4

1 24 0 -149 0 0 0 -18 0.0 16.8 27.9 0.0 48.4 4

1 36 0 -223 0 0 0 -40 0.0 37.8 41.9 0.0 72.6 3

1 48 0 -298 0 0 0 -71 0.0 67.2 55.9 0.0 104.0 3

1 60 0 -372 0 0 0 -112 0.0 105.0 69.8 0.0 140.9 3




1 0 75 397 -2 0 -4 -145 3.0 146.0 74.5 0.0 166.7 3

1 49 75 93 -2 0 -3 -25 3.0 30.4 17.5 0.0 35.6 3

1 98 75 -211 -2 0 -2 -53 3.0 54.9 39.5 0.0 76.8 3

1 147 75 -514 -2 0 -1 -231 3.0 219.3 96.6 0.0 241.8 3

1 196 75 -818 -2 0 0 -558 3.0 525.3 153.6 0.0 528.2 1

1 245 75 -1122 -2 0 1 -1033 3.0 975.1 210.6 0.0 978.1 1




1 0 -96 1689 -2 0 -3 -1280 3.8 1211.6 317.1 0.0 1215.4 1

1 98 -96 1082 -2 0 -1 78 3.8 76.2 203.0 0.0 351.7 4

1 196 -96 474 -2 0 0 840 3.8 791.1 89.0 0.0 794.9 1

1 294 -96 -133 -2 0 2 1007 3.8 952.5 25.0 0.0 956.3 1

1 392 -96 -741 -2 0 4 578 3.8 554.0 139.0 0.0 557.8 1

1 490 -96 -1348 -2 0 6 -445 3.8 433.3 253.1 0.0 535.3 3




1 0 0 372 0 0 0 -112 0.0 105.0 69.8 0.0 140.9 3

1 12 0 298 0 0 0 -71 0.0 67.2 55.9 0.0 104.0 3

1 24 0 223 0 0 0 -40 0.0 37.8 41.9 0.0 72.6 3

1 36 0 149 0 0 0 -18 0.0 16.8 27.9 0.0 48.4 4

1 48 0 74 0 0 0 -4 0.0 4.2 14.0 0.0 24.2 4

1 60 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1



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

Pag. 5

NC x Fx Fy Fz Mx My Mz Sf(Fx) Sf(M) taglio tors. Sf.id. Loc. Nota -- ------------------ ------------------ -------------------------------------- cm kg kg*m kg/cmq -----------------------------------------------------------------------------------------------------------------------------

1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

1 12 0 -74 0 0 0 -4 0.0 4.2 14.0 0.0 24.2 4

1 24 0 -149 0 0 0 -18 0.0 16.8 27.9 0.0 48.4 4

1 36 0 -223 0 0 0 -40 0.0 37.8 41.9 0.0 72.6 3

1 48 0 -298 0 0 0 -71 0.0 67.2 55.9 0.0 104.0 3

1 60 0 -372 0 0 0 -112 0.0 105.0 69.8 0.0 140.9 3




1 0 26 405 -3 0 -4 -152 1.0 155.0 76.0 0.0 171.5 3

1 49 26 101 -3 0 -3 -28 1.0 34.8 19.0 0.0 38.2 3

1 98 26 -203 -3 0 -2 -53 1.0 54.6 38.1 0.0 73.8 3

1 147 26 -506 -3 0 -0 -227 1.0 214.4 95.1 0.0 236.2 3

1 196 26 -810 -3 0 1 -550 1.0 519.8 152.1 0.0 520.8 1

1 245 26 -1114 -3 0 2 -1021 1.0 966.7 209.1 0.0 967.8 1




1 0 -100 1689 -2 0 -3 -1284 4.0 1216.4 317.1 0.0 1220.4 1

1 98 -100 1082 -2 0 -2 74 4.0 73.7 203.0 0.0 351.7 4

1 196 -100 474 -2 0 0 836 4.0 786.6 89.0 0.0 790.6 1

1 294 -100 -133 -2 0 2 1003 4.0 948.2 25.0 0.0 952.2 1

1 392 -100 -741 -2 0 3 575 4.0 549.9 139.0 0.0 553.8 1

1 490 -100 -1348 -2 0 5 -448 4.0 434.9 253.1 0.0 537.0 3




1 0 0 372 0 0 0 -112 0.0 105.0 69.8 0.0 140.9 3

1 12 0 298 0 0 0 -71 0.0 67.2 55.9 0.0 104.0 3

1 24 0 223 0 0 0 -40 0.0 37.8 41.9 0.0 72.6 3

1 36 0 149 0 0 0 -18 0.0 16.8 27.9 0.0 48.4 4

1 48 0 74 0 0 0 -4 0.0 4.2 14.0 0.0 24.2 4

1 60 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1




1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

Pag. 6

1 12 0 -74 0 0 0 -4 0.0 4.2 14.0 0.0 24.2 4

1 24 0 -149 0 0 0 -18 0.0 16.8 27.9 0.0 48.4 4

1 36 0 -223 0 0 0 -40 0.0 37.8 41.9 0.0 72.6 3

1 48 0 -298 0 0 0 -71 0.0 67.2 55.9 0.0 104.0 3

1 60 0 -372 0 0 0 -112 0.0 105.0 69.8 0.0 140.9 3




1 0 -71 414 -4 0 -5 -162 2.8 166.1 77.8 0.0 180.6 3

1 49 -71 111 -4 0 -3 -34 2.8 39.9 20.8 0.0 44.2 3

1 98 -71 -193 -4 0 -1 -54 2.8 53.7 36.2 0.0 72.8 3

1 147 -71 -497 -4 0 1 -223 2.8 211.2 93.2 0.0 233.1 3

1 196 -71 -800 -4 0 3 -540 2.8 515.3 150.2 0.0 518.1 1

1 245 -71 -1104 -4 0 5 -1007 2.8 959.3 207.3 0.0 962.1 1




1 0 -97 1689 -1 0 -4 -1287 3.8 1220.2 317.1 0.0 1224.0 1

1 98 -97 1082 -1 0 -2 71 3.8 72.8 203.0 0.0 351.7 4

1 196 -97 474 -1 0 -1 834 3.8 786.6 89.0 0.0 790.4 1

1 294 -97 -133 -1 0 0 1001 3.8 942.2 25.0 0.0 946.1 1

1 392 -97 -741 -1 0 2 573 3.8 543.2 139.0 0.0 547.0 1

1 490 -97 -1348 -1 0 3 -451 3.8 431.8 253.1 0.0 538.1 3




1 0 0 372 0 0 0 -112 0.0 105.0 69.8 0.0 140.9 3

1 12 0 298 0 0 0 -71 0.0 67.2 55.9 0.0 104.0 3

1 24 0 223 0 0 0 -40 0.0 37.8 41.9 0.0 72.6 3

1 36 0 149 0 0 0 -18 0.0 16.8 27.9 0.0 48.4 4

1 48 0 74 0 0 0 -4 0.0 4.2 14.0 0.0 24.2 4

1 60 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1




1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

1 12 0 -38 0 0 0 -2 0.0 2.2 7.2 0.0 12.5 4

1 24 0 -77 0 0 0 -9 0.0 8.7 14.4 0.0 25.0 4

1 36 0 -115 0 0 0 -21 0.0 19.5 21.6 0.0 37.4 3

Pag. 7

1 48 0 -154 0 0 0 -37 0.0 34.7 28.8 0.0 53.7 3

1 60 0 -192 0 0 0 -58 0.0 54.1 36.0 0.0 72.7 3




1 0 -34 245 -0 0 -3 -137 1.3 135.9 45.9 0.0 137.2 1

1 49 -34 88 -0 0 -3 -55 1.3 59.1 16.5 0.0 60.5 1

1 98 -34 -69 -0 0 -3 -51 1.3 54.7 12.9 0.0 56.0 1

1 147 -34 -226 -0 0 -3 -123 1.3 122.4 42.3 0.0 123.7 1

1 196 -34 -382 -0 0 -3 -272 1.3 262.4 71.8 0.0 263.7 1

1 245 -34 -539 -0 0 -3 -498 1.3 474.6 101.2 0.0 475.9 1




1 0 -3 890 -4 0 -5 -686 0.1 659.9 167.1 0.0 660.0 1

1 98 -3 577 -4 0 -2 32 0.1 35.6 108.2 0.0 187.5 4

1 196 -3 263 -4 0 1 444 0.1 420.9 49.4 0.0 421.0 1

1 294 -3 -50 -4 0 5 548 0.1 527.8 9.5 0.0 527.9 1

1 392 -3 -364 -4 0 8 345 0.1 345.8 68.3 0.0 345.9 1

1 490 -3 -677 -4 0 12 -165 0.1 186.0 127.2 0.0 238.9 3




1 0 0 192 0 0 0 -58 0.0 54.1 36.0 0.0 72.7 3

1 12 0 154 0 0 0 -37 0.0 34.7 28.8 0.0 53.7 3

1 24 0 115 0 0 0 -21 0.0 19.5 21.6 0.0 37.4 3

1 36 0 77 0 0 0 -9 0.0 8.7 14.4 0.0 25.0 4

1 48 0 38 0 0 0 -2 0.0 2.2 7.2 0.0 12.5 4

1 60 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

ASTA NUM. 29 NI 74 NF 66 Lungh. 60.0 cm SEZ. 5 Ps UNP 120



1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

1 12 0 -20 0 0 -0 -1 0.0 1.9 2.8 0.0 4.9 5

1 24 0 -39 0 0 -0 -5 0.0 7.8 5.6 0.0 9.9 4

1 36 0 -59 0 0 -0 -11 0.0 17.4 8.4 0.0 18.5 4

1 48 0 -78 0 0 -0 -19 0.0 31.0 11.3 0.0 31.0 1

1 60 0 -98 0 0 0 -29 0.0 48.5 14.1 0.0 48.5 1


Pag. 8



1 0 -3 104 1 0 1 -31 0.2 55.5 14.9 0.0 55.7 1

1 49 -3 24 1 0 0 1 0.2 2.9 3.4 0.0 6.0 5

1 98 -3 -56 1 0 -0 -7 0.2 13.8 8.1 0.0 14.9 4

1 147 -3 -136 1 0 -1 -54 0.2 95.1 19.5 0.0 94.9 1

1 196 -3 -216 1 0 -1 -140 0.2 241.0 31.0 0.0 240.8 1

1 245 -3 -296 1 0 -1 -266 0.2 451.6 42.5 0.0 451.4 1




1 0 -13 448 -0 0 0 -267 0.7 440.8 64.4 0.0 441.6 1

1 98 -13 288 -0 0 1 94 0.7 160.6 41.4 0.0 161.4 1

1 196 -13 128 -0 0 1 299 0.7 500.7 18.4 0.0 501.5 1

1 294 -13 -32 -0 0 1 346 0.7 582.3 4.6 0.0 583.0 1

1 392 -13 -192 -0 0 2 236 0.7 405.2 27.5 0.0 405.9 1

1 490 -13 -352 -0 0 2 -30 0.7 69.7 50.5 0.0 87.8 5




1 0 0 98 0 0 0 -29 0.0 48.5 14.1 0.0 48.5 1

1 12 0 78 0 0 -0 -19 0.0 31.0 11.3 0.0 31.0 1

1 24 0 59 0 0 -0 -11 0.0 17.4 8.4 0.0 18.5 4

1 36 0 39 0 0 -0 -5 0.0 7.8 5.6 0.0 9.9 4

1 48 0 20 0 0 -0 -1 0.0 1.9 2.8 0.0 4.9 5

1 60 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1




1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

1 12 0 -20 0 0 0 -1 0.0 1.9 2.8 0.0 4.9 5

1 24 0 -39 0 0 0 -5 0.0 7.8 5.6 0.0 9.9 4

1 36 0 -59 0 0 0 -11 0.0 17.4 8.4 0.0 18.5 4

1 48 0 -78 0 0 0 -19 0.0 31.0 11.3 0.0 31.0 1

1 60 0 -98 0 0 0 -29 0.0 48.5 14.1 0.0 48.5 1



----------------------------------------------------------------------------------------------------------------------------- NC x Fx Fy Fz Mx My Mz Sf(Fx) Sf(M) taglio tors. Sf.id. Loc. Nota

Pag. 9

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

1 0 5 100 1 0 1 -31 0.3 56.2 14.3 0.0 55.9 1

1 49 5 20 1 0 0 -1 0.3 3.7 2.9 0.0 5.1 5

1 98 5 -60 1 0 -0 -11 0.3 20.5 8.6 0.0 20.8 1

1 147 5 -140 1 0 -1 -60 0.3 105.5 20.1 0.0 105.8 1

1 196 5 -220 1 0 -1 -148 0.3 255.2 31.6 0.0 255.5 1

1 245 5 -300 1 0 -2 -276 0.3 469.5 43.1 0.0 469.8 1




1 0 15 451 -1 0 -0 -277 0.9 459.1 64.7 0.0 460.0 1

1 98 15 290 -1 0 0 86 0.9 144.7 41.7 0.0 144.2 3

1 196 15 130 -1 0 1 293 0.9 489.8 18.7 0.0 489.0 1

1 294 15 -30 -1 0 1 342 0.9 576.4 4.3 0.0 575.5 1

1 392 15 -190 -1 0 2 234 0.9 404.4 27.2 0.0 403.5 1

1 490 15 -350 -1 0 3 -30 0.9 73.8 50.2 0.0 87.7 5




1 0 0 98 0 0 0 -29 0.0 48.5 14.1 0.0 48.5 1

1 12 0 78 0 0 0 -19 0.0 31.0 11.3 0.0 31.0 1

1 24 0 59 0 0 0 -11 0.0 17.4 8.4 0.0 18.5 4

1 36 0 39 0 0 0 -5 0.0 7.8 5.6 0.0 9.9 4

1 48 0 20 0 0 0 -1 0.0 1.9 2.8 0.0 4.9 5

1 60 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 1

Pag. 10



Lavoro: A14_2 Intestazione lavoro: Scuola materna via Bellardi Elemento: TRAVE Metodo di verifica: Tensioni ammissibili Gruppo: 4 Descrizione: TRAVICELLI Tabella: Tabella Travi Tipo acciaio: Fe 360

ASTA NUM. 1 NI 8 NF 9 Lungh. 214.1 cm SEZ. 3 T. B= 10.0 H= 10.0 b= 0.5 h= 0.5 cm



1 0 5 29 1 0 0 -38 0.6 290.4 0.3 0.0 289.8 5

1 43 5 26 1 0 0 -27 0.5 201.2 0.2 0.0 200.6 5

1 86 5 23 1 0 -0 -16 0.5 122.6 0.2 0.0 122.0 5

1 128 5 19 1 0 -0 -7 0.5 54.8 0.2 0.0 54.3 5

1 171 4 16 1 0 -1 0 0.5 6.8 0.2 0.0 6.4 1

1 214 4 13 1 0 -1 7 0.4 49.9 0.2 0.0 50.4 5




1 0 -109 -4 1 0 1 11 11.2 81.9 0.2 0.0 70.8 5

1 43 -109 -7 1 0 0 9 11.2 65.0 0.2 0.0 53.8 5

1 86 -109 -10 1 0 0 5 11.2 37.5 0.2 0.0 26.7 1

1 129 -110 -13 1 0 -0 -0 11.2 1.0 0.2 0.0 11.9 5

1 172 -110 -17 1 0 -0 -7 11.3 49.4 0.2 0.0 60.7 5

1 215 -110 -20 1 0 -1 -14 11.3 108.8 0.2 0.0 120.1 5




1 0 -248 -1 1 0 1 7 25.5 51.8 0.2 0.0 51.9 1

1 43 -249 -4 1 0 0 6 25.5 42.9 0.2 0.0 45.8 1

1 85 -249 -8 1 0 0 3 25.5 23.5 0.2 0.0 35.9 1

1 128 -249 -11 1 0 -0 -1 25.6 6.4 0.2 0.0 32.0 5

1 171 -249 -14 1 0 -0 -6 25.6 46.9 0.2 0.0 72.5 5

1 214 -250 -17 1 0 -1 -13 25.6 97.9 0.2 0.0 123.5 5




Pag. 11

1 0 -344 -2 1 0 1 8 35.3 58.6 0.2 0.0 62.7 1

1 43 -344 -5 1 0 0 6 35.3 46.9 0.2 0.0 56.1 1

1 86 -344 -8 1 0 0 3 35.3 24.5 0.2 0.0 45.6 1

1 129 -345 -12 1 0 -0 -1 35.3 8.5 0.2 0.0 43.9 5

1 172 -345 -15 1 0 -0 -7 35.4 52.3 0.2 0.0 87.6 5

1 215 -345 -18 1 0 -1 -14 35.4 106.7 0.2 0.0 142.1 5




1 0 -47 6 1 0 1 0 4.9 6.7 0.2 0.0 11.6 1

1 43 -48 3 1 0 0 2 4.9 16.4 0.2 0.0 14.5 1

1 86 -48 -0 1 0 0 3 4.9 20.1 0.2 0.0 15.2 5

1 129 -48 -4 1 0 -0 2 4.9 13.2 0.2 0.0 10.8 1

1 172 -48 -7 1 0 -0 -1 4.9 4.9 0.2 0.0 9.4 5

1 215 -49 -10 1 0 -1 -4 5.0 32.7 0.2 0.0 37.7 5




1 0 119 -30 0 0 0 26 12.2 197.6 0.3 0.0 209.8 5

1 43 119 -33 0 0 0 13 12.2 96.2 0.3 0.0 108.4 5

1 86 119 -36 0 0 0 -2 12.2 16.2 0.3 0.0 20.8 1

1 129 118 -39 0 0 0 -18 12.1 138.7 0.4 0.0 126.6 5

1 172 118 -43 0 0 0 -36 12.1 271.9 0.4 0.0 259.8 5

1 215 118 -46 0 0 -0 -55 12.1 415.9 0.4 0.0 403.8 5




1 0 24 107 -5 0 -4 -156 2.5 1183.2 1.4 0.0 1180.7 5

1 43 24 104 -5 0 -2 -111 2.5 841.2 1.4 0.0 838.8 5

1 86 24 100 -5 0 -0 -67 2.4 509.8 1.4 0.0 507.4 5

1 128 23 97 -5 0 2 -25 2.4 191.0 1.4 0.0 188.6 5

1 171 23 94 -5 0 4 16 2.4 121.2 1.4 0.0 123.6 5

1 214 23 91 -5 0 6 55 2.4 420.9 1.4 0.0 423.2 5




1 0 -89 -12 -7 0 -8 23 9.1 178.5 2.2 0.0 169.4 5

1 43 -89 -15 -7 0 -5 17 9.1 132.9 2.2 0.0 123.7 5

1 86 -89 -19 -7 0 -2 10 9.2 76.6 2.2 0.0 67.4 5

Pag. 12

1 129 -89 -22 -7 0 1 1 9.2 19.0 2.2 0.0 28.2 1

1 172 -90 -25 -7 0 5 -9 9.2 71.1 2.2 0.0 77.1 5

1 215 -90 -28 -7 0 8 -20 9.2 156.1 2.2 0.0 165.3 5




1 0 -175 -1 -7 0 -8 7 17.9 95.5 2.1 0.0 113.5 1

1 43 -175 -4 -7 0 -5 5 18.0 61.3 2.1 0.0 79.3 1

1 85 -175 -8 -7 0 -2 3 18.0 23.3 2.1 0.0 41.3 1

1 128 -176 -11 -7 0 2 -1 18.0 18.6 2.1 0.0 30.6 2

1 171 -176 -14 -7 0 5 -7 18.0 64.4 2.1 0.0 69.9 5

1 214 -176 -18 -7 0 8 -13 18.1 114.1 2.1 0.0 122.8 5




1 0 -296 -4 -7 0 -8 10 30.3 103.6 2.1 0.0 133.9 1

1 43 -296 -7 -7 0 -5 7 30.3 66.0 2.1 0.0 96.4 1

1 86 -296 -10 -7 0 -1 3 30.4 26.8 2.1 0.0 54.9 1

1 129 -296 -14 -7 0 2 -2 30.4 20.9 2.1 0.0 44.5 5

1 172 -297 -17 -7 0 5 -8 30.4 70.2 2.1 0.0 96.1 5

1 215 -297 -20 -7 0 8 -16 30.5 128.0 2.1 0.0 158.4 5




1 0 229 11 -7 0 -8 -3 23.5 85.7 2.2 0.0 109.2 1

1 43 229 8 -7 0 -5 1 23.5 50.4 2.2 0.0 66.4 2

1 86 229 4 -7 0 -1 4 23.4 31.1 2.2 0.0 54.5 5

1 129 228 1 -7 0 2 5 23.4 40.3 2.2 0.0 63.7 5

1 172 228 -2 -7 0 5 5 23.4 63.6 2.2 0.0 63.8 5

1 215 228 -5 -7 0 8 3 23.4 91.1 2.2 0.0 96.5 2




1 0 345 -101 -5 0 -6 74 35.4 560.0 1.5 0.0 595.4 5

1 43 345 -104 -5 0 -4 30 35.4 225.6 1.5 0.0 261.0 5

1 86 345 -108 -5 0 -2 -16 35.4 121.5 1.5 0.0 100.4 1

1 129 344 -111 -5 0 0 -63 35.3 475.0 1.5 0.0 439.7 5

1 172 344 -114 -5 0 2 -111 35.3 841.3 1.5 0.0 806.0 5

1 215 344 -117 -5 0 5 -161 35.3 1218.2 1.5 0.0 1182.9 5

Pag. 13




1 0 12 64 11 0 9 -91 1.2 696.3 3.2 0.0 695.1 5

1 43 11 61 11 0 5 -65 1.2 492.0 3.2 0.0 490.8 5

1 86 11 57 11 0 0 -39 1.1 298.3 3.2 0.0 297.2 5

1 128 11 54 11 0 -4 -16 1.1 119.7 3.2 0.0 118.5 5

1 171 11 51 11 0 -9 7 1.1 109.6 3.2 0.0 108.5 1

1 214 10 48 11 0 -13 28 1.1 219.2 3.2 0.0 220.3 5




1 0 -147 -8 15 0 16 17 15.1 207.9 4.4 0.0 223.1 1

1 43 -148 -11 15 0 10 13 15.1 133.1 4.4 0.0 148.3 1

1 86 -148 -15 15 0 3 7 15.2 58.0 4.4 0.0 69.6 1

1 129 -148 -18 15 0 -3 0 15.2 30.5 4.4 0.0 45.7 1

1 172 -148 -21 15 0 -9 -8 15.2 114.6 4.4 0.0 99.4 1

1 215 -149 -25 15 0 -15 -18 15.2 205.0 4.4 0.0 189.8 1




1 0 -315 -2 15 0 16 8 32.3 184.6 4.5 0.0 216.9 1

1 43 -315 -5 15 0 10 6 32.3 115.2 4.5 0.0 147.5 1

1 85 -315 -8 15 0 3 3 32.4 41.9 4.5 0.0 74.3 1

1 128 -316 -12 15 0 -3 -1 32.4 35.2 4.5 0.0 61.5 2

1 171 -316 -15 15 0 -10 -7 32.4 116.2 4.5 0.0 112.3 2

1 214 -316 -18 15 0 -16 -14 32.4 201.0 4.5 0.0 168.6 1




1 0 -441 -4 15 0 16 9 45.2 185.7 4.4 0.0 230.9 1

1 43 -441 -7 15 0 9 7 45.2 115.3 4.4 0.0 160.5 1

1 86 -441 -10 15 0 3 3 45.2 41.0 4.4 0.0 86.2 1

1 129 -441 -13 15 0 -3 -2 45.3 37.3 4.4 0.0 74.3 2

1 172 -441 -17 15 0 -10 -8 45.3 119.5 4.4 0.0 122.2 2

1 215 -442 -20 15 0 -16 -16 45.3 205.6 4.4 0.0 173.7 5



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

Pag. 14

NC x Fx Fy Fz Mx My Mz Sf(Fx) Sf(M) taglio tors. Sf.id. Loc. Nota -- ------------------ ------------------ -------------------------------------- cm kg kg*m kg/cmq -----------------------------------------------------------------------------------------------------------------------------

1 0 61 8 16 0 16 -1 6.2 167.5 4.7 0.0 173.8 1

1 43 60 5 16 0 10 2 6.2 103.7 4.7 0.0 99.2 2

1 86 60 1 16 0 3 3 6.2 39.9 4.7 0.0 33.7 1

1 129 60 -2 16 0 -4 3 6.1 45.8 4.7 0.0 39.7 1

1 172 60 -5 16 0 -10 2 6.1 109.2 4.7 0.0 105.9 2

1 215 59 -8 16 0 -17 -1 6.1 174.8 4.7 0.0 180.9 1




1 0 257 -63 11 0 14 49 26.3 374.2 3.2 0.0 400.5 5

1 43 256 -66 11 0 9 21 26.3 162.4 3.2 0.0 188.7 5

1 86 256 -69 11 0 5 -8 26.3 69.3 3.2 0.0 95.5 1

1 129 256 -73 11 0 -0 -39 26.2 293.1 3.2 0.0 266.8 5

1 172 256 -76 11 0 -5 -71 26.2 536.8 3.2 0.0 510.5 5

1 215 255 -79 11 0 -9 -104 26.2 791.1 3.2 0.0 764.9 5




1 0 -24 -449 13 0 2 -0 1.0 6.0 84.4 0.0 146.1 4

1 19 -24 -453 13 0 -0 -86 1.0 81.4 85.1 0.0 149.5 3

1 38 -24 -457 13 0 -3 -173 1.0 169.1 85.8 0.0 193.6 3

1 57 -25 -461 13 0 -5 -260 1.0 257.5 86.5 0.0 258.5 1

1 76 -25 -464 13 0 -7 -348 1.0 346.5 87.2 0.0 347.5 1

1 95 -25 -468 13 0 -10 -437 1.0 436.2 87.9 0.0 437.2 1




1 0 -38 -744 -9 0 -2 1 1.5 5.2 139.6 0.0 241.8 4

1 19 -38 -747 -9 0 0 -141 1.5 132.9 140.3 0.0 246.1 3

1 38 -38 -751 -9 0 2 -283 1.5 271.7 141.0 0.0 317.9 3

1 57 -38 -755 -9 0 4 -427 1.5 411.2 141.7 0.0 412.7 1

1 76 -39 -759 -9 0 6 -571 1.5 551.3 142.4 0.0 552.9 1

1 95 -39 -763 -9 0 7 -716 1.5 692.1 143.1 0.0 693.7 1




1 0 -11 -202 -3 0 -1 -1 0.5 2.3 37.9 0.0 65.6 4

Pag. 15

1 19 -12 -205 -3 0 -0 -39 0.5 37.2 38.6 0.0 68.0 3

1 38 -12 -209 -3 0 1 -79 0.5 75.7 39.3 0.0 88.6 3

1 57 -12 -213 -3 0 1 -119 0.5 115.1 40.0 0.0 115.6 1

1 76 -12 -217 -3 0 2 -160 0.5 155.2 40.7 0.0 155.6 1

1 95 -12 -221 -3 0 2 -202 0.5 195.9 41.4 0.0 196.4 1




1 0 25 466 15 0 11 -435 1.0 438.5 87.5 0.0 439.5 1

1 19 25 462 15 0 9 -346 1.0 348.1 86.8 0.0 349.1 1

1 38 25 459 15 0 6 -259 1.0 258.4 86.1 0.0 259.4 1

1 57 25 455 15 0 3 -172 1.0 169.3 85.4 0.0 192.8 3

1 76 24 451 15 0 0 -86 1.0 80.9 84.7 0.0 148.8 3

1 95 24 447 15 0 -3 -0 1.0 7.1 84.0 0.0 145.4 4




1 0 39 769 -10 0 -8 -721 1.5 699.8 144.3 0.0 701.3 1

1 19 39 765 -10 0 -6 -576 1.5 557.7 143.6 0.0 559.2 1

1 38 39 761 -10 0 -4 -430 1.5 416.2 142.9 0.0 417.7 1

1 57 38 757 -10 0 -2 -286 1.5 275.4 142.2 0.0 320.6 3

1 76 38 754 -10 0 -1 -142 1.5 135.2 141.5 0.0 248.2 3

1 95 38 750 -10 0 1 1 1.5 4.2 140.8 0.0 243.8 4




1 0 12 217 -5 0 -4 -198 0.5 195.9 40.6 0.0 196.4 1

1 19 12 213 -5 0 -3 -157 0.5 155.1 39.9 0.0 155.6 1

1 38 12 209 -5 0 -2 -117 0.5 115.0 39.2 0.0 115.5 1

1 57 12 205 -5 0 -1 -77 0.5 75.6 38.5 0.0 86.8 3

1 76 12 201 -5 0 -0 -39 0.5 36.8 37.8 0.0 66.6 3

1 95 11 198 -5 0 1 -1 0.4 2.5 37.1 0.0 64.3 4


ALLEGATO 4

34

33

3/19

Y

3/20

X

20

37

19

38

3/17

6

40

Z

5

41

3/15

22

3/18

3/14

233/12

243/10

143/1125

3/16

3/13 3/8133/926

3/6123/727

3/4113/528

3/2103/3

93/1

8

Controventi - Numerazione nodi ed elementi

Pag. 1



Lavoro: A14_2 Intestazione lavoro: Scuola materna via Bellardi Elemento: TRAVE Metodo di verifica: Tensioni ammissibili Gruppo: 3 Descrizione: CONTROVENTI Tabella: Tabella Travi Tipo acciaio: Fe 360 Beta secondo il piano 'yx': 1.000 Beta secondo il piano 'zx': 1.000

ASTA NUM. 1 NI 8 NF 27 Lungh. 325.4 cm SEZ. 2 Rp B= 1.0 H= 6.0 cm



1 0 -0 8 0 0 0 0 0.1 0.0 1.9 0.0 3.3 3

1 65 -1 5 0 0 0 4 0.1 66.4 1.1 0.0 66.5 1

1 130 -1 2 0 0 0 6 0.1 99.6 0.4 0.0 99.7 1

1 195 -1 -2 0 0 0 6 0.2 99.6 0.4 0.0 99.8 1

1 260 -1 -5 0 0 0 4 0.2 66.4 1.1 0.0 66.6 1

1 325 -1 -8 0 0 0 0 0.2 0.0 1.9 0.0 3.3 3




1 0 -1 8 0 0 0 0 0.2 0.0 1.9 0.0 3.3 3

1 65 -1 5 0 0 -0 4 0.2 66.4 1.1 0.0 66.6 1

1 130 -1 2 0 0 -0 6 0.2 99.6 0.4 0.0 99.8 1

1 195 -2 -2 0 0 -0 6 0.3 99.6 0.4 0.0 99.9 1

1 260 -2 -5 0 0 -0 4 0.3 66.4 1.1 0.0 66.7 1

1 325 -2 -8 0 0 0 0 0.3 0.0 1.9 0.0 3.3 3




1 0 77 8 0 0 0 0 12.8 0.0 1.9 0.0 13.2 3

1 65 76 5 0 0 0 4 12.7 66.5 1.1 0.0 79.3 1

1 130 76 2 0 0 0 6 12.7 99.8 0.4 0.0 112.5 1

1 195 76 -2 0 0 0 6 12.7 99.8 0.4 0.0 112.5 1

1 261 76 -5 0 0 0 4 12.7 66.5 1.1 0.0 79.2 1

1 326 76 -8 0 0 0 0 12.7 0.0 1.9 0.0 13.1 3



Pag. 2


1 0 -126 8 0 0 0 0 20.9 0.0 1.9 0.0 21.2 3

1 65 -126 5 0 0 -0 4 20.9 66.5 1.1 0.0 87.5 1

1 130 -126 2 0 0 -0 6 21.0 99.8 0.4 0.0 120.8 1

1 195 -126 -2 0 0 -0 6 21.0 99.8 0.4 0.0 120.8 1

1 261 -126 -5 0 0 -0 4 21.0 66.5 1.1 0.0 87.5 1

1 326 -126 -8 0 0 0 0 21.0 0.0 1.9 0.0 21.3 3




1 0 -6 8 0 0 0 0 1.0 0.0 1.9 0.0 3.5 3

1 65 -6 5 0 0 0 4 1.0 66.3 1.1 0.0 67.3 1

1 130 -6 2 0 0 0 6 1.1 99.4 0.4 0.0 100.5 1

1 195 -7 -2 0 0 0 6 1.1 99.4 0.4 0.0 100.5 1

1 260 -7 -5 0 0 0 4 1.1 66.3 1.1 0.0 67.4 1

1 325 -7 -8 0 0 0 0 1.1 0.0 1.9 0.0 3.5 3




1 0 -90 8 0 0 0 0 15.1 0.0 1.9 0.0 15.4 3

1 65 -91 5 0 0 -0 4 15.1 66.3 1.1 0.0 81.4 1

1 130 -91 2 0 0 -0 6 15.1 99.4 0.4 0.0 114.5 1

1 195 -91 -2 0 0 -0 6 15.2 99.4 0.4 0.0 114.6 1

1 260 -91 -5 0 0 -0 4 15.2 66.3 1.1 0.0 81.4 1

1 325 -91 -8 0 0 0 0 15.2 0.0 1.9 0.0 15.6 3




1 0 -30 8 0 0 0 0 5.0 0.0 1.9 0.0 6.0 3

1 65 -30 5 0 0 0 4 5.0 66.7 1.2 0.0 71.7 1

1 130 -30 2 0 0 0 6 5.0 100.0 0.4 0.0 105.0 1

1 196 -30 -2 0 0 0 6 5.1 100.0 0.4 0.0 105.1 1

1 261 -31 -5 0 0 0 4 5.1 66.7 1.2 0.0 71.8 1

1 326 -31 -8 0 0 0 0 5.1 0.0 1.9 0.0 6.1 3

Pag. 3




1 0 -141 8 0 0 0 0 23.5 0.0 1.9 0.0 23.7 3

1 65 -141 5 0 0 -0 4 23.5 66.7 1.2 0.0 90.2 1

1 130 -141 2 0 0 -0 6 23.5 100.0 0.4 0.0 123.5 1

1 196 -141 -2 0 0 -0 6 23.6 100.0 0.4 0.0 123.6 1

1 261 -141 -5 0 0 -0 4 23.6 66.7 1.2 0.0 90.2 1

1 326 -142 -8 0 0 0 0 23.6 0.0 1.9 0.0 23.8 3




1 0 128 8 0 0 0 0 21.4 0.0 1.9 0.0 21.6 3

1 65 128 5 0 0 0 4 21.4 66.5 1.1 0.0 87.9 1

1 130 128 2 0 0 0 6 21.3 99.8 0.4 0.0 121.1 1

1 195 128 -2 0 0 0 6 21.3 99.8 0.4 0.0 121.1 1

1 261 128 -5 0 0 0 4 21.3 66.5 1.1 0.0 87.8 1

1 326 128 -8 0 0 0 0 21.3 0.0 1.9 0.0 21.5 3




1 0 2 8 0 0 0 0 0.4 0.0 1.9 0.0 3.3 3

1 65 2 5 0 0 -0 4 0.3 66.5 1.1 0.0 66.9 1

1 130 2 2 0 0 -0 6 0.3 99.8 0.4 0.0 100.1 1

1 195 2 -2 0 0 -0 6 0.3 99.8 0.4 0.0 100.1 1

1 261 2 -5 0 0 -0 4 0.3 66.5 1.1 0.0 66.8 1

1 326 1 -8 0 0 0 0 0.2 0.0 1.9 0.0 3.3 3




1 0 114 8 0 0 0 0 19.1 0.0 1.9 0.0 19.3 3

1 65 114 5 0 0 0 4 19.0 66.5 1.1 0.0 85.6 1

1 130 114 2 0 0 0 6 19.0 99.8 0.4 0.0 118.8 1

1 195 114 -2 0 0 0 6 19.0 99.8 0.4 0.0 118.8 1

1 261 114 -5 0 0 0 4 19.0 66.5 1.1 0.0 85.5 1

1 326 114 -8 0 0 0 0 18.9 0.0 1.9 0.0 19.2 3

Pag. 4




1 0 -5 8 0 0 0 0 0.8 0.0 1.9 0.0 3.4 3

1 65 -5 5 0 0 -0 4 0.8 66.5 1.1 0.0 67.4 1

1 130 -5 2 0 0 -0 6 0.9 99.8 0.4 0.0 100.7 1

1 195 -5 -2 0 0 -0 6 0.9 99.8 0.4 0.0 100.7 1

1 261 -5 -5 0 0 -0 4 0.9 66.5 1.1 0.0 67.4 1

1 326 -6 -8 0 0 0 0 0.9 0.0 1.9 0.0 3.4 3




1 0 -128 44 0 0 0 0 6.0 0.0 10.0 0.0 18.3 4

1 107 -128 27 0 0 0 38 6.1 52.4 6.0 0.0 58.4 1

1 214 -129 9 0 0 0 57 6.1 78.6 2.0 0.0 84.6 1

1 321 -129 -9 0 0 0 57 6.1 78.6 2.0 0.0 84.7 1

1 428 -130 -27 0 0 0 38 6.1 52.4 6.0 0.0 58.5 1

1 535 -131 -44 0 0 0 0 6.2 0.0 10.0 0.0 18.4 4




1 0 0 44 0 0 0 0 0.0 0.0 10.0 0.0 17.3 4

1 107 -0 27 0 0 -0 38 0.0 52.4 6.0 0.0 52.4 1

1 214 -1 9 0 0 -0 57 0.0 78.6 2.0 0.0 78.6 1

1 321 -2 -9 0 0 -0 57 0.1 78.6 2.0 0.0 78.6 1

1 428 -2 -27 0 0 -0 38 0.1 52.4 6.0 0.0 52.5 1

1 535 -3 -44 0 0 0 0 0.1 0.0 10.0 0.0 17.3 4




1 0 406 20 0 0 0 0 19.2 0.0 4.6 0.0 20.7 4

1 85 418 12 0 0 0 14 19.7 18.9 2.7 0.0 38.6 1

1 169 429 4 0 0 0 21 20.2 28.3 0.9 0.0 48.5 1

1 254 441 -4 0 0 0 21 20.8 28.3 0.9 0.0 49.1 1

Pag. 5

1 338 452 -12 0 0 0 14 21.3 18.9 2.7 0.0 40.2 1

1 423 464 -20 0 0 0 0 21.9 0.0 4.6 0.0 23.2 4




1 0 -1133 15 0 0 0 0 53.4 0.0 3.5 0.0 53.8 4

1 81 -1145 9 0 0 0 10 54.0 13.8 2.1 0.0 67.8 1

1 163 -1157 3 0 0 0 15 54.6 20.7 0.7 0.0 75.3 1

1 244 -1169 -3 0 0 0 15 55.1 20.7 0.7 0.0 75.8 1

1 325 -1181 -9 0 0 0 10 55.7 13.8 2.1 0.0 69.5 1

1 406 -1193 -15 0 0 0 0 56.3 0.0 3.5 0.0 56.6 4




1 0 -90 20 0 0 0 0 4.2 0.0 4.6 0.0 9.0 4

1 85 -78 12 0 0 -0 14 3.7 18.9 2.7 0.0 22.6 1

1 169 -67 4 0 0 -0 21 3.2 28.3 0.9 0.0 31.4 1

1 254 -55 -4 0 0 -0 21 2.6 28.3 0.9 0.0 30.9 1

1 338 -44 -12 0 0 -0 14 2.1 18.9 2.7 0.0 20.9 1

1 423 -32 -20 0 0 0 0 1.5 0.0 4.6 0.0 8.0 4




1 0 -2061 15 0 0 0 0 97.2 0.0 3.5 0.0 97.4 4

1 81 -2073 9 0 0 -0 10 97.8 13.8 2.1 0.0 111.6 1

1 163 -2085 3 0 0 -0 15 98.3 20.7 0.7 0.0 119.1 1

1 244 -2097 -3 0 0 -0 15 98.9 20.7 0.7 0.0 119.6 1

1 325 -2109 -9 0 0 -0 10 99.5 13.8 2.1 0.0 113.3 1

1 406 -2121 -15 0 0 0 0 100.0 0.0 3.5 0.0 100.2 4




1 0 232 20 0 0 0 0 11.0 0.0 4.6 0.0 13.5 4

Pag. 6

1 85 244 12 0 0 -0 14 11.5 18.9 2.7 0.0 30.4 1

1 169 255 4 0 0 -0 21 12.0 28.3 0.9 0.0 40.3 1

1 254 267 -4 0 0 -0 21 12.6 28.3 0.9 0.0 40.9 1

1 338 278 -12 0 0 -0 14 13.1 18.9 2.7 0.0 32.0 1

1 423 290 -20 0 0 0 0 13.7 0.0 4.6 0.0 15.8 4




1 0 -1610 15 0 0 0 0 75.9 0.0 3.5 0.0 76.2 4

1 81 -1622 9 0 0 -0 10 76.5 13.8 2.1 0.0 90.3 1

1 163 -1634 3 0 0 -0 15 77.1 20.7 0.7 0.0 97.8 1

1 244 -1646 -3 0 0 -0 15 77.6 20.7 0.7 0.0 98.3 1

1 325 -1658 -9 0 0 -0 10 78.2 13.8 2.1 0.0 92.0 1

1 406 -1670 -15 0 0 0 0 78.8 0.0 3.5 0.0 79.0 4


ALLEGATO 5

Pag. 1



INTESTAZIONE E DATI CARATTERISTICI DELLA STRUTTURA ================================================================================== Nome dell'archivio di lavoro : A14_2 Intestazione del lavoro : Scuola materna via Bellardi Tipo di struttura : Nello spazio Tipo di analisi : Statica Unita' di misura delle Forze : kg Unita' di misura Lunghezze : cm Unita' misura Angoli (coordinate): gradi Unita' misura Angoli : radianti

GRUPPI DELLA STRUTTURA

ELEMENTO FINITO TRAVE n.gruppo descrizione 1 PILASTRI 2 TRAVI 3 CONTROVENTI 4 TRAVICELLI

ELEMENTO FINITO TRAVE DI FONDAZIONE n.gruppo descrizione 1 TRAVI DI FONDAZIONE

NODI DEL SISTEMA nodo coord X coord Y coord Z temp uX uY uZ rX rY rZ 1 0.000 0.000 40.000 0.000 1 1 0 0 0 1 2 215.000 0.000 40.000 0.000 1 1 0 0 0 1 3 430.000 0.000 40.000 0.000 1 1 0 0 0 1 4 645.000 0.000 40.000 0.000 1 1 0 0 0 1 5 860.000 0.000 40.000 0.000 1 1 0 0 0 1 6 1075.000 0.000 40.000 0.000 1 1 0 0 0 1 7 1290.000 0.000 40.000 0.000 1 1 0 0 0 1 8 34.500 0.000 465.000 0.000 0 0 0 0 0 0 9 248.000 0.000 449.000 0.000 0 0 0 0 0 0 10 462.000 0.000 433.500 0.000 0 0 0 0 0 0 11 675.000 0.000 417.500 0.000 0 0 0 0 0 0 12 889.500 0.000 401.500 0.000 0 0 0 0 0 0 13 1103.500 0.000 386.000 0.000 0 0 0 0 0 0 14 1317.500 0.000 370.000 0.000 0 0 0 0 0 0 15 0.000 245.000 40.000 0.000 1 1 0 0 0 1 16 215.000 245.000 40.000 0.000 1 1 0 0 0 1 17 430.000 245.000 40.000 0.000 1 1 0 0 0 1 18 645.000 245.000 40.000 0.000 1 1 0 0 0 1 19 860.000 245.000 40.000 0.000 1 1 0 0 0 1 20 1075.000 245.000 40.000 0.000 1 1 0 0 0 1 21 1290.000 245.000 40.000 0.000 1 1 0 0 0 1 22 1317.500 245.000 370.000 0.000 0 0 0 0 0 0 23 1103.500 245.000 386.000 0.000 0 0 0 0 0 0 24 889.500 245.000 401.500 0.000 0 0 0 0 0 0 25 675.000 245.000 417.500 0.000 0 0 0 0 0 0 26 462.000 245.000 433.500 0.000 0 0 0 0 0 0 27 248.000 245.000 449.000 0.000 0 0 0 0 0 0 28 34.500 245.000 465.000 0.000 0 0 0 0 0 0 29 0.000 735.000 40.000 0.000 1 1 0 0 0 1 30 215.000 735.000 40.000 0.000 1 1 0 0 0 1 31 430.000 735.000 40.000 0.000 1 1 0 0 0 1 32 645.000 735.000 40.000 0.000 1 1 0 0 0 1 33 860.000 735.000 40.000 0.000 1 1 0 0 0 1 34 1075.000 735.000 40.000 0.000 1 1 0 0 0 1 35 1290.000 735.000 40.000 0.000 1 1 0 0 0 1 36 1317.500 735.000 370.000 0.000 0 0 0 0 0 0 37 1103.500 735.000 386.000 0.000 0 0 0 0 0 0 38 889.500 735.000 401.500 0.000 0 0 0 0 0 0 39 675.000 735.000 417.500 0.000 0 0 0 0 0 0 40 462.000 735.000 433.500 0.000 0 0 0 0 0 0 41 248.000 735.000 449.000 0.000 0 0 0 0 0 0 42 34.500 735.000 465.000 0.000 0 0 0 0 0 0 43 1317.500 -60.000 370.000 0.000 0 0 0 0 0 0 44 1103.500 -60.000 386.000 0.000 0 0 0 0 0 0 45 889.500 -60.000 401.500 0.000 0 0 0 0 0 0 46 675.000 -60.000 417.500 0.000 0 0 0 0 0 0 47 462.000 -60.000 433.500 0.000 0 0 0 0 0 0 48 248.000 -60.000 449.000 0.000 0 0 0 0 0 0 49 34.500 -60.000 465.000 0.000 0 0 0 0 0 0 50 1317.500 795.000 370.000 0.000 0 0 0 0 0 0 51 1103.500 795.000 386.000 0.000 0 0 0 0 0 0 52 889.500 795.000 401.500 0.000 0 0 0 0 0 0 53 675.000 795.000 417.500 0.000 0 0 0 0 0 0 54 462.000 795.000 433.500 0.000 0 0 0 0 0 0 55 248.000 795.000 449.000 0.000 0 0 0 0 0 0 56 34.500 795.000 465.000 0.000 0 0 0 0 0 0 60 -50.000 0.000 40.000 0.000 1 1 0 0 0 1 61 -50.000 245.000 40.000 0.000 1 1 0 0 0 1

Pag. 2

62 -50.000 735.000 40.000 0.000 1 1 0 0 0 1 63 1400.000 0.000 40.000 0.000 1 1 0 0 0 1 64 1400.000 245.000 40.000 0.000 1 1 0 0 0 1 65 1400.000 735.000 40.000 0.000 1 1 0 0 0 1 66 -60.500 0.000 470.000 0.000 0 0 0 0 0 0 67 1412.500 0.000 365.000 0.000 0 0 0 0 0 0 68 -60.500 245.000 470.000 0.000 0 0 0 0 0 0 69 1412.500 245.000 365.000 0.000 0 0 0 0 0 0 70 -60.500 735.000 470.000 0.000 0 0 0 0 0 0 71 1412.500 735.000 365.000 0.000 0 0 0 0 0 0 72 -60.500 795.000 470.000 0.000 0 0 0 0 0 0 73 1412.500 795.000 365.000 0.000 0 0 0 0 0 0 74 -60.500 -60.000 470.000 0.000 0 0 0 0 0 0 75 1412.500 -60.000 365.000 0.000 0 0 0 0 0 0

MATERIALI UTILIZZATI mater. descrizione mod.elast c.Poisson peso unit. dil.term Ang.beta mod.elast 2 mod.elast 3 c.Poisson 2 c.Poisson 3 mod.taglio dil.term 2 dil.term 3

1 ACCIAIO +2.10e+006 0.300 0.00785 +1.20e-005 -- -- -- -- -- -- -- --

2 CALCESTRUZZO +2.84e+005 0.120 0.00250 +1.00e-005 -- -- -- -- -- -- -- --

SEZIONI sez. tipo B H 2 Rp 1.000 6.000 4 Rp 60.000 50.000

sez. tipo B H h b 3 T. 10.000 10.000 0.500 0.500

sez. tipo Codice Profilato Asse y capovolto 1 Ps HEA 120 No 5 Ps UNP 120 No

CARICHI IN LUCE car. tipo descrizione val.iniz. dist.nodo i val.fin. dist.nodo i aliq.inerz. 1 fZ C. UN. -1.000000 0.000 -1.000000 L 1.0000

ELEMENTO FINITO TRAVE GRUPPO N.1 PILASTRI

asta ni nj nk sv i sv j mat sez cond carico nei casi base (1) (2) (3) (4) (5) 1 1 8 0 000000 000000 1 1 A: 2 2 9 0 000000 000000 1 1 A: 3 3 10 0 000000 000000 1 1 A: 4 4 11 0 000000 000000 1 1 A: 5 5 12 0 000000 000000 1 1 A: 6 6 13 0 000000 000000 1 1 A: 7 7 14 0 000000 000000 1 1 A: 8 15 28 0 000000 000000 1 1 A: 9 16 27 0 000000 000000 1 1 A: 10 17 26 0 000000 000000 1 1 A: 11 18 25 0 000000 000000 1 1 A: 12 19 24 0 000000 000000 1 1 A: 13 20 23 0 000000 000000 1 1 A: 14 21 22 0 000000 000000 1 1 A: 15 29 42 0 000000 000000 1 1 A: 16 30 41 0 000000 000000 1 1 A: 17 31 40 0 000000 000000 1 1 A: 18 32 39 0 000000 000000 1 1 A: 19 33 38 0 000000 000000 1 1 A: 20 34 37 0 000000 000000 1 1 A: 21 35 36 0 000000 000000 1 1 A:

ELEMENTO FINITO TRAVE GRUPPO N.2 TRAVI

asta ni nj nk sv i sv j mat sez cond carico nei casi base (1) (2) (3) (4) (5) 1 49 8 0 000000 000000 1 1 A: 3.00 2 8 28 0 000000 000000 1 1 A: 3.00 3 28 42 0 000000 000000 1 1 A: 3.00 4 42 56 0 000000 000000 1 1 A: 3.00 5 48 9 0 000000 000000 1 1 A: 6.00 6 9 27 0 000000 000000 1 1 A: 6.00 7 27 41 0 000000 000000 1 1 A: 6.00 8 41 55 0 000000 000000 1 1 A: 6.00 9 47 10 0 000000 000000 1 1 A: 6.00 10 10 26 0 000000 000000 1 1 A: 6.00 11 26 40 0 000000 000000 1 1 A: 6.00 12 40 54 0 000000 000000 1 1 A: 6.00 13 46 11 0 000000 000000 1 1 A: 6.00 14 11 25 0 000000 000000 1 1 A: 6.00 15 25 39 0 000000 000000 1 1 A: 6.00 16 39 53 0 000000 000000 1 1 A: 6.00 17 45 12 0 000000 000000 1 1 A: 6.00 18 12 24 0 000000 000000 1 1 A: 6.00

Pag. 3

19 24 38 0 000000 000000 1 1 A: 6.00 20 38 52 0 000000 000000 1 1 A: 6.00 21 44 13 0 000000 000000 1 1 A: 6.00 22 13 23 0 000000 000000 1 1 A: 6.00 23 23 37 0 000000 000000 1 1 A: 6.00 24 37 51 0 000000 000000 1 1 A: 6.00 25 43 14 0 000000 000000 1 1 A: 3.00 26 14 22 0 000000 000000 1 1 A: 3.00 27 22 36 0 000000 000000 1 1 A: 3.00 28 36 50 0 000000 000000 1 1 A: 3.00 29 74 66 0 000000 000000 1 5 A: 1.50 30 66 68 0 000000 000000 1 5 A: 1.50 31 68 70 0 000000 000000 1 5 A: 1.50 32 70 72 0 000000 000000 1 5 A: 1.50 33 75 67 0 000000 000000 1 5 A: 1.50 34 67 69 0 000000 000000 1 5 A: 1.50 35 69 71 0 000000 000000 1 5 A: 1.50 36 71 73 0 000000 000000 1 5 A: 1.50

ELEMENTO FINITO TRAVE GRUPPO N.3 CONTROVENTI

asta ni nj nk sv i sv j mat sez cond carico nei casi base (1) (2) (3) (4) (5) 1 8 27 0 000111 000111 1 2 A: 2 28 9 0 000111 000111 1 2 A: 3 9 26 0 000111 000111 1 2 A: 4 27 10 0 000111 000111 1 2 A: 5 10 25 0 000111 000111 1 2 A: 6 26 11 0 000111 000111 1 2 A: 7 11 24 0 000111 000111 1 2 A: 8 25 12 0 000111 000111 1 2 A: 9 12 23 0 000111 000111 1 2 A: 10 24 13 0 000111 000111 1 2 A: 11 13 22 0 000111 000111 1 2 A: 12 23 14 0 000111 000111 1 2 A: 13 27 40 0 000111 000111 1 2 A: 14 41 26 0 000111 000111 1 2 A: 15 5 13 0 000111 000111 1 2 A: 16 12 6 0 000111 000111 1 2 A: 17 19 23 0 000111 000111 1 2 A: 18 24 20 0 000111 000111 1 2 A: 19 33 37 0 000111 000111 1 2 A: 20 38 34 0 000111 000111 1 2 A:

ELEMENTO FINITO TRAVE GRUPPO N.4 TRAVICELLI

asta ni nj nk sv i sv j mat sez cond carico nei casi base (1) (2) (3) (4) (5) 1 8 9 0 000000 000000 1 3 A: 2 9 10 0 000000 000000 1 3 A: 3 10 11 0 000000 000000 1 3 A: 4 11 12 0 000000 000000 1 3 A: 5 12 13 0 000000 000000 1 3 A: 6 13 14 0 000000 000000 1 3 A: 7 28 27 0 000000 000000 1 3 A: 8 27 26 0 000000 000000 1 3 A: 9 26 25 0 000000 000000 1 3 A: 10 25 24 0 000000 000000 1 3 A: 11 24 23 0 000000 000000 1 3 A: 12 23 22 0 000000 000000 1 3 A: 13 42 41 0 000000 000000 1 3 A: 14 41 40 0 000000 000000 1 3 A: 15 40 39 0 000000 000000 1 3 A: 16 39 38 0 000000 000000 1 3 A: 17 38 37 0 000000 000000 1 3 A: 18 37 36 0 000000 000000 1 3 A: 19 70 42 0 000000 000000 1 1 A: 20 68 28 0 000000 000000 1 1 A: 21 66 8 0 000000 000000 1 1 A: 22 36 71 0 000000 000000 1 1 A: 23 22 69 0 000000 000000 1 1 A: 24 14 67 0 000000 000000 1 1 A:

ELEMENTO FINITO TRAVE DI FONDAZIONE GRUPPO N.1 TRAVI DI FONDAZIONE

asta ni nj nk sv i sv j mat sez car suolo larg impronta num aste cond carico nei casi base (1) (2) (3) (4) (5) 1 60 1 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 2 1 2 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 3 2 3 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 4 3 4 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 5 4 5 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 6 5 6 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 7 6 7 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 8 7 63 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 9 61 15 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 10 15 16 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 11 16 17 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 12 17 18 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 13 18 19 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 14 19 20 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 15 20 21 0 000000 000000 2 4 +2.00e+000 80.000 5 A:

Pag. 4

16 21 64 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 17 62 29 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 18 29 30 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 19 30 31 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 20 31 32 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 21 32 33 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 22 33 34 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 23 34 35 0 000000 000000 2 4 +2.00e+000 80.000 5 A: 24 35 65 0 000000 000000 2 4 +2.00e+000 80.000 5 A:

ALIQUOTE COMBINAZIONI DI CARICO C.C. descrizione 1 1 -------- A: 1.00 B: 1.00 C: 1.00 D: 1.00 E: 1.00 F: 1.00 G: 1.00 H: 1.00

SPOSTAMENTI / ROTAZIONI NODI NON BLOCCATI C.C. 1 N NODO TRASLAZ. X TRASLAZ. Y TRASLAZ. Z ROTAZIONE X ROTAZIONE Y ROTAZIONE Z 1 +0.00e+000 +0.00e+000 -7.61e-002 +2.37e-003 -1.86e-005 +0.00e+000 2 +0.00e+000 +0.00e+000 -7.23e-002 +2.38e-003 -1.55e-005 +0.00e+000 3 +0.00e+000 +0.00e+000 -6.89e-002 +2.38e-003 -1.64e-005 +0.00e+000 4 +0.00e+000 +0.00e+000 -6.53e-002 +2.38e-003 -1.22e-005 +0.00e+000 5 +0.00e+000 +0.00e+000 -6.68e-002 +2.39e-003 +4.29e-005 +0.00e+000 6 +0.00e+000 +0.00e+000 -7.99e-002 +2.40e-003 +3.84e-005 +0.00e+000 7 +0.00e+000 +0.00e+000 -7.95e-002 +2.40e-003 -2.42e-005 +0.00e+000 8 +8.54e-002 -6.66e-001 -8.86e-002 +4.16e-004 -1.10e-003 -6.51e-005 9 +8.57e-002 -6.74e-001 -8.53e-002 +8.51e-004 +2.70e-004 -5.51e-005 10 +8.48e-002 -6.80e-001 -8.20e-002 +8.66e-004 +1.48e-004 -6.82e-005 11 +8.25e-002 -6.88e-001 -7.78e-002 +8.84e-004 +1.64e-004 -7.71e-005 12 +7.91e-002 -6.95e-001 -7.36e-002 +9.13e-004 +1.89e-004 -8.10e-005 13 +7.71e-002 -7.04e-001 -9.52e-002 +9.33e-004 +9.35e-005 -8.65e-005 14 +7.87e-002 -7.16e-001 -9.06e-002 +6.63e-004 +1.31e-003 -1.19e-004 15 +0.00e+000 +0.00e+000 -1.42e-001 +4.71e-003 -4.60e-005 +0.00e+000 16 +0.00e+000 +0.00e+000 -1.33e-001 +4.72e-003 -3.12e-005 +0.00e+000 17 +0.00e+000 +0.00e+000 -1.28e-001 +4.72e-003 -2.08e-005 +0.00e+000 18 +0.00e+000 +0.00e+000 -1.23e-001 +4.73e-003 -1.48e-005 +0.00e+000 19 +0.00e+000 +0.00e+000 -1.25e-001 +4.73e-003 +4.40e-005 +0.00e+000 20 +0.00e+000 +0.00e+000 -1.37e-001 +4.73e-003 +1.96e-005 +0.00e+000 21 +0.00e+000 +0.00e+000 -1.27e-001 +4.73e-003 -8.70e-005 +0.00e+000 22 +9.11e-002 -7.16e-001 -1.50e-001 -2.36e-003 +4.17e-003 +1.56e-005 23 +8.64e-002 -7.04e-001 -1.65e-001 -4.35e-003 -1.29e-004 -7.27e-005 24 +8.55e-002 -6.95e-001 -1.43e-001 -4.41e-003 +2.22e-004 -2.99e-005 25 +8.81e-002 -6.87e-001 -1.51e-001 -4.48e-003 +1.74e-004 -1.27e-005 26 +8.95e-002 -6.79e-001 -1.57e-001 -4.53e-003 +1.29e-004 -7.68e-006 27 +9.00e-002 -6.75e-001 -1.62e-001 -4.59e-003 +5.94e-004 -2.26e-005 28 +8.93e-002 -6.66e-001 -1.68e-001 -2.59e-003 -4.42e-003 +6.36e-005 29 +0.00e+000 +0.00e+000 -1.06e-001 -1.64e-003 -2.90e-005 +0.00e+000 30 +0.00e+000 +0.00e+000 -1.00e-001 -1.65e-003 -2.17e-005 +0.00e+000 31 +0.00e+000 +0.00e+000 -9.59e-002 -1.65e-003 -1.93e-005 +0.00e+000 32 +0.00e+000 +0.00e+000 -9.16e-002 -1.65e-003 -1.49e-005 +0.00e+000 33 +0.00e+000 +0.00e+000 -9.29e-002 -1.64e-003 +4.53e-005 +0.00e+000 34 +0.00e+000 +0.00e+000 -1.06e-001 -1.62e-003 +3.11e-005 +0.00e+000 35 +0.00e+000 +0.00e+000 -1.01e-001 -1.61e-003 -5.50e-005 +0.00e+000 36 +8.94e-002 -7.16e-001 -1.18e-001 +5.88e-003 +2.62e-003 -2.99e-004 37 +8.60e-002 -7.05e-001 -1.28e-001 +9.94e-003 +3.54e-006 -3.99e-005 38 +8.70e-002 -6.96e-001 -1.05e-001 +1.00e-002 +2.16e-004 -1.18e-004 39 +9.12e-002 -6.88e-001 -1.12e-001 +1.01e-002 +1.81e-004 -1.43e-004 40 +9.41e-002 -6.79e-001 -1.17e-001 +1.01e-002 +1.54e-004 -1.35e-004 41 +9.53e-002 -6.76e-001 -1.21e-001 +1.02e-002 +4.33e-004 -8.58e-005 42 +9.49e-002 -6.66e-001 -1.25e-001 +5.88e-003 -2.60e-003 -2.80e-004 43 +7.15e-002 -7.16e-001 -1.36e-001 +7.54e-004 +1.31e-003 -1.19e-004 44 +7.19e-002 -7.04e-001 -1.61e-001 +1.11e-003 +9.35e-005 -8.65e-005 45 +7.43e-002 -6.95e-001 -1.39e-001 +1.09e-003 +1.89e-004 -8.10e-005 46 +7.78e-002 -6.88e-001 -1.41e-001 +1.06e-003 +1.64e-004 -7.71e-005 47 +8.07e-002 -6.80e-001 -1.44e-001 +1.04e-003 +1.48e-004 -6.82e-005 48 +8.24e-002 -6.74e-001 -1.47e-001 +1.03e-003 +2.70e-004 -5.51e-005 49 +8.15e-002 -6.66e-001 -1.19e-001 +5.06e-004 -1.10e-003 -6.51e-005 50 +1.07e-001 -7.16e-001 +2.30e-001 +5.79e-003 +2.62e-003 -2.99e-004 51 +8.84e-002 -7.05e-001 +4.58e-001 +9.77e-003 +3.54e-006 -3.99e-005 52 +9.41e-002 -6.96e-001 +4.85e-001 +9.82e-003 +2.16e-004 -1.18e-004 53 +9.98e-002 -6.88e-001 +4.82e-001 +9.89e-003 +1.81e-004 -1.43e-004 54 +1.02e-001 -6.79e-001 +4.81e-001 +9.95e-003 +1.54e-004 -1.35e-004 55 +1.00e-001 -6.76e-001 +4.81e-001 +1.00e-002 +4.33e-004 -8.58e-005 56 +1.12e-001 -6.66e-001 +2.22e-001 +5.79e-003 -2.60e-003 -2.80e-004 60 +0.00e+000 +0.00e+000 -7.70e-002 +2.37e-003 -1.80e-005 +0.00e+000 61 +0.00e+000 +0.00e+000 -1.44e-001 +4.71e-003 -4.42e-005 +0.00e+000 62 +0.00e+000 +0.00e+000 -1.07e-001 -1.64e-003 -2.78e-005 +0.00e+000 63 +0.00e+000 +0.00e+000 -7.62e-002 +2.40e-003 -3.04e-005 +0.00e+000 64 +0.00e+000 +0.00e+000 -1.16e-001 +4.73e-003 -1.02e-004 +0.00e+000 65 +0.00e+000 +0.00e+000 -9.44e-002 -1.61e-003 -6.51e-005 +0.00e+000 66 +7.72e-002 -6.63e-001 -2.44e-001 -1.73e-003 -1.85e-003 +6.52e-005 67 +6.95e-002 -7.22e-001 -2.65e-001 -1.43e-003 +2.04e-003 +2.19e-005 68 +5.77e-002 -6.63e-001 -7.71e-001 -3.86e-003 -7.08e-003 +1.87e-004 69 +6.06e-002 -7.21e-001 -7.30e-001 -3.72e-003 +6.85e-003 +1.54e-004 70 +7.61e-002 -6.63e-001 -4.84e-001 +7.57e-003 -4.22e-003 -4.44e-004 71 +7.05e-002 -7.21e-001 -4.78e-001 +7.40e-003 +4.24e-003 -4.64e-004 72 +1.03e-001 -6.63e-001 -3.34e-002 +7.49e-003 -4.22e-003 -4.44e-004 73 +9.84e-002 -7.21e-001 -3.84e-002 +7.32e-003 +4.24e-003 -4.64e-004 74 +8.11e-002 -6.63e-001 -1.45e-001 -1.65e-003 -1.85e-003 +6.52e-005 75 +7.08e-002 -7.22e-001 -1.84e-001 -1.35e-003 +2.04e-003 +2.19e-005

Pag. 5

MASSIME DEFORMAZIONI NODALI / NODI CORRISPONDENTI TRASLAZ. X TRASLAZ. Y TRASLAZ. Z ROTAZIONE X ROTAZIONE Y ROTAZIONE Z DL MAX +1.12e-001 -7.22e-001 -7.71e-001 +1.02e-002 -7.08e-003 -4.64e-004 +1.03e+000 ( 56) ( 67) ( 68) ( 41) ( 68) ( 71) ( 69)

FORZE / MOMENTI ELEMENTO FINITO TRAVE GRUPPO 1 PILASTRI

ASTA CC Fx Fy Fz Mx My Mz 1 1 7.391E+02 6.629E+01 -5.392E+00 2.546E+00 -1.065E+03 1.042E+04 -6.547E+02 -5.944E+01 5.392E+00 -2.546E+00 3.364E+03 1.639E+04

2 1 8.334E+02 1.072E+01 -1.154E+00 2.103E+00 -1.554E+03 2.635E+03 -7.521E+02 -4.163E+00 1.154E+00 -2.103E+00 2.027E+03 4.176E+02

3 1 8.709E+02 1.764E+01 -3.806E+00 2.347E+00 -1.095E+03 3.596E+03 -7.928E+02 -1.129E+01 3.806E+00 -2.347E+00 2.597E+03 2.116E+03

4 1 8.727E+02 1.798E+01 -7.442E+00 2.513E+00 -4.989E+02 3.620E+03 -7.977E+02 -1.202E+01 7.442E+00 -2.513E+00 3.317E+03 2.061E+03

5 1 8.677E+01 1.462E+01 -1.182E+01 2.693E+00 1.836E+02 2.809E+03 -1.497E+01 -8.760E+00 1.182E+01 -2.693E+00 4.104E+03 1.430E+03

6 1 1.400E+03 2.246E+01 -1.761E+01 2.889E+00 1.031E+03 3.774E+03 -1.331E+03 -1.681E+01 1.761E+01 -2.889E+00 5.084E+03 3.043E+03

7 1 7.712E+02 -5.190E+01 -3.334E+01 3.859E+00 3.000E+03 -3.767E+03 -7.056E+02 5.736E+01 3.334E+01 -3.859E+00 8.040E+03 -1.432E+04

8 1 2.413E+03 2.053E+02 -1.624E+01 6.012E+00 -4.822E+03 3.025E+04 -2.329E+03 -1.985E+02 1.624E+01 -6.012E+00 1.175E+04 5.585E+04

9 1 2.824E+03 -1.820E+00 -5.444E+01 9.133E+00 2.095E+02 1.119E+03 -2.743E+03 8.373E+00 5.444E+01 -9.133E+00 2.213E+04 -3.210E+03

10 1 2.944E+03 2.025E+01 -6.059E+01 9.335E+00 6.239E+02 4.063E+03 -2.865E+03 -1.390E+01 6.059E+01 -9.335E+00 2.330E+04 2.680E+03

11 1 2.907E+03 1.945E+01 -6.836E+01 9.526E+00 1.190E+03 3.940E+03 -2.832E+03 -1.349E+01 6.836E+01 -9.526E+00 2.470E+04 2.296E+03

12 1 1.739E+03 1.497E+01 -7.747E+01 1.037E+01 1.862E+03 2.985E+03 -1.667E+03 -9.110E+00 7.747E+01 -1.037E+01 2.624E+04 1.381E+03

13 1 3.214E+03 4.105E+01 -8.839E+01 1.146E+01 2.698E+03 6.252E+03 -3.146E+03 -3.539E+01 8.839E+01 -1.146E+01 2.799E+04 7.017E+03

14 1 2.386E+03 -2.357E+02 -5.195E+01 8.422E+00 -1.756E+03 -2.298E+04 -2.320E+03 2.412E+02 5.195E+01 -8.422E+00 1.896E+04 -5.598E+04

15 1 1.491E+03 1.306E+02 1.783E+01 -3.756E+00 4.752E+03 1.968E+04 -1.406E+03 -1.237E+02 -1.783E+01 3.756E+00 -1.235E+04 3.454E+04

16 1 1.753E+03 5.944E+00 9.019E+01 -1.028E+01 -4.534E+03 2.182E+03 -1.672E+03 6.088E-01 -9.019E+01 1.028E+01 -3.247E+04 -1.087E+03

17 1 1.828E+03 1.994E+01 9.345E+01 -1.010E+01 -4.007E+03 4.077E+03 -1.750E+03 -1.359E+01 -9.345E+01 1.010E+01 -3.288E+04 2.543E+03

18 1 1.805E+03 1.976E+01 9.649E+01 -1.007E+01 -3.303E+03 4.025E+03 -1.730E+03 -1.381E+01 -9.649E+01 1.007E+01 -3.324E+04 2.332E+03

19 1 7.968E+02 1.557E+01 9.936E+01 -1.110E+01 -2.497E+03 3.066E+03 -7.250E+02 -9.710E+00 -9.936E+01 1.110E+01 -3.354E+04 1.518E+03

20 1 2.271E+03 3.181E+01 1.018E+02 -1.274E+01 -1.563E+03 5.094E+03 -2.203E+03 -2.615E+01 -1.018E+02 1.274E+01 -3.378E+04 4.969E+03

21 1 1.478E+03 -1.341E+02 -1.113E+00 -4.760E+00 1.115E+04 -1.221E+04 -1.413E+03 1.395E+02 1.113E+00 4.760E+00 -1.078E+04 -3.308E+04

FORZE / MOMENTI ELEMENTO FINITO TRAVE GRUPPO 2 TRAVI

ASTA CC Fx Fy Fz Mx My Mz 1 1 0.000E+00 -3.205E-13 -1.421E-14 0.000E+00 -4.775E-12 -1.093E-11 0.000E+00 1.919E+02 1.421E-14 0.000E+00 -4.547E-13 -5.757E+03

2 1 2.452E+00 2.073E+02 -1.485E+00 6.581E+01 -7.292E+01 9.011E+03 -2.452E+00 5.764E+02 1.485E+00 -6.581E+01 4.368E+02 -5.422E+04

3 1 1.574E+01 8.813E+02 2.341E+00 -1.803E+01 -2.335E+02 6.593E+04 -1.574E+01 6.860E+02 -2.341E+00 1.803E+01 -9.138E+02 -1.809E+04

4 1 0.000E+00 1.919E+02 4.263E-13 0.000E+00 4.093E-12 5.757E+03 0.000E+00 -1.508E-12 -4.263E-13 0.000E+00 -9.095E-12 3.336E-11

5 1 0.000E+00 -1.224E-12 -1.279E-13 0.000E+00 8.868E-12 1.501E-11 0.000E+00 3.719E+02 1.279E-13 0.000E+00 9.777E-12 -1.116E+04

6 1 6.313E+01 3.831E+02 2.021E+00 -6.443E+00 -3.119E+02 1.317E+04 -6.313E+01 1.136E+03 -2.021E+00 6.443E+00 -1.834E+02 -1.053E+05

Pag. 6

7 1 1.333E+02 1.690E+03 1.051E+00 1.600E+00 -1.949E+02 1.275E+05 -1.333E+02 1.348E+03 -1.051E+00 -1.600E+00 -3.201E+02 -4.375E+04

8 1 0.000E+00 3.719E+02 3.340E-13 0.000E+00 -2.728E-12 1.116E+04 0.000E+00 4.052E-12 -3.340E-13 0.000E+00 -8.185E-12 -6.490E-11

9 1 0.000E+00 -7.245E-13 4.903E-13 0.000E+00 -1.990E-11 -2.051E-11 0.000E+00 3.719E+02 -4.903E-13 0.000E+00 -1.364E-11 -1.116E+04

10 1 -9.625E+01 3.894E+02 1.798E+00 3.887E-01 -3.400E+02 1.374E+04 9.625E+01 1.129E+03 -1.798E+00 -3.887E-01 -1.004E+02 -1.044E+05

11 1 7.589E+00 1.689E+03 1.497E+00 -2.475E-01 -2.409E+02 1.277E+05 -7.589E+00 1.348E+03 -1.497E+00 2.475E-01 -4.928E+02 -4.417E+04

12 1 0.000E+00 3.719E+02 2.274E-13 0.000E+00 -3.183E-12 1.116E+04 0.000E+00 9.128E-13 -2.274E-13 0.000E+00 -3.183E-12 1.126E-10

13 1 0.000E+00 -3.922E-13 -1.705E-13 0.000E+00 -2.046E-12 2.135E-11 0.000E+00 3.719E+02 1.705E-13 0.000E+00 4.093E-12 -1.116E+04

14 1 -7.548E+01 3.969E+02 2.122E+00 -2.016E-01 -3.875E+02 1.445E+04 7.548E+01 1.122E+03 -2.122E+00 2.016E-01 -1.324E+02 -1.033E+05

15 1 9.617E+01 1.689E+03 1.735E+00 -7.118E-02 -2.957E+02 1.280E+05 -9.617E+01 1.348E+03 -1.735E+00 7.118E-02 -5.546E+02 -4.453E+04

16 1 0.000E+00 3.719E+02 -7.105E-14 0.000E+00 1.137E-12 1.116E+04 0.000E+00 2.482E-12 7.105E-14 0.000E+00 -1.091E-11 1.369E-11

17 1 0.000E+00 -1.160E-12 2.274E-13 0.000E+00 -6.594E-12 -3.772E-11 0.000E+00 3.719E+02 -2.274E-13 0.000E+00 -9.095E-12 -1.116E+04

18 1 -2.639E+01 4.048E+02 2.835E+00 -6.571E-01 -4.485E+02 1.524E+04 2.639E+01 1.114E+03 -2.835E+00 6.571E-01 -2.461E+02 -1.021E+05

19 1 1.001E+02 1.689E+03 1.721E+00 6.530E-02 -3.340E+02 1.284E+05 -1.001E+02 1.348E+03 -1.721E+00 -6.530E-02 -5.092E+02 -4.483E+04

20 1 0.000E+00 3.719E+02 3.837E-13 0.000E+00 -1.819E-12 1.116E+04 0.000E+00 -1.292E-12 -3.837E-13 0.000E+00 7.276E-12 -6.954E-11

21 1 0.000E+00 3.355E-13 -1.421E-13 0.000E+00 -3.411E-12 -4.722E-12 0.000E+00 3.719E+02 1.421E-13 0.000E+00 -2.728E-12 -1.116E+04

22 1 7.145E+01 4.144E+02 4.022E+00 4.423E+00 -5.200E+02 1.622E+04 -7.145E+01 1.104E+03 -4.022E+00 -4.423E+00 -4.654E+02 -1.007E+05

23 1 9.695E+01 1.689E+03 1.381E+00 -1.319E+00 -3.709E+02 1.287E+05 -9.695E+01 1.348E+03 -1.381E+00 1.319E+00 -3.058E+02 -4.506E+04

24 1 0.000E+00 3.719E+02 2.807E-13 0.000E+00 -6.708E-12 1.116E+04 0.000E+00 2.051E-13 -2.807E-13 0.000E+00 -9.777E-12 -1.094E-10

25 1 0.000E+00 -2.115E-13 1.563E-13 0.000E+00 -2.956E-12 -9.634E-13 0.000E+00 1.919E+02 -1.563E-13 0.000E+00 -2.274E-12 -5.757E+03

26 1 3.353E+01 2.446E+02 9.004E-02 -5.672E+01 -2.775E+02 1.368E+04 -3.353E+01 5.390E+02 -9.004E-02 5.672E+01 2.555E+02 -4.975E+04

27 1 3.015E+00 8.900E+02 3.508E+00 1.535E+01 -5.484E+02 6.864E+04 -3.015E+00 6.773E+02 -3.508E+00 -1.535E+01 -1.171E+03 -1.654E+04

28 1 0.000E+00 1.919E+02 2.558E-13 0.000E+00 8.185E-12 5.757E+03 0.000E+00 -3.472E-13 -2.558E-13 0.000E+00 1.819E-12 -1.064E-11

29 1 0.000E+00 1.057E-12 5.329E-15 0.000E+00 -4.547E-13 -1.234E-11 0.000E+00 9.801E+01 -5.329E-15 0.000E+00 -5.684E-13 -2.940E+03

30 1 3.191E+00 1.040E+02 -8.335E-01 7.156E+01 5.729E+01 3.053E+03 -3.191E+00 2.962E+02 8.335E-01 -7.156E+01 1.469E+02 -2.659E+04

31 1 1.269E+01 4.484E+02 4.123E-01 -1.953E+01 1.546E+01 2.666E+04 -1.269E+01 3.520E+02 -4.123E-01 1.953E+01 -2.175E+02 -3.039E+03

32 1 0.000E+00 9.801E+01 4.263E-14 0.000E+00 4.547E-13 2.940E+03 0.000E+00 1.067E-12 -4.263E-14 0.000E+00 2.728E-12 7.066E-11

33 1 0.000E+00 3.562E-13 4.707E-14 0.000E+00 7.532E-13 -1.683E-11 0.000E+00 9.801E+01 -4.707E-14 0.000E+00 2.842E-13 -2.940E+03

34 1 -4.826E+00 9.995E+01 -9.359E-01 -6.581E+01 6.577E+01 3.051E+03 4.826E+00 3.002E+02 9.359E-01 6.581E+01 1.635E+02 -2.759E+04

35 1 -1.482E+01 4.505E+02 6.094E-01 1.788E+01 -3.507E+01 2.766E+04 1.482E+01 3.499E+02 -6.094E-01 -1.788E+01 -2.636E+02 -3.032E+03

36 1 0.000E+00 9.801E+01 0.000E+00 0.000E+00 2.274E-13 2.940E+03 0.000E+00 -1.813E-13 0.000E+00 0.000E+00 -9.095E-13 3.967E-11

FORZE / MOMENTI ELEMENTO FINITO TRAVE GRUPPO 3 CONTROVENTI

ASTA CC Fx Fy Fz Mx My Mz 1 1 -1.537E+00 7.653E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 7.817E-01 7.653E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

Pag. 7

2 1 2.055E+00 7.653E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -2.810E+00 7.653E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

3 1 -8.512E+01 7.660E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 8.439E+01 7.660E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

4 1 1.331E+02 7.660E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -1.338E+02 7.660E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

5 1 -9.318E-01 7.645E+00 7.394E-19 0.000E+00 0.000E+00 0.000E+00 1.777E-01 7.645E+00 -7.394E-19 0.000E+00 0.000E+00 0.000E+00

6 1 8.989E+01 7.645E+00 4.893E-19 0.000E+00 0.000E+00 0.000E+00 -9.065E+01 7.645E+00 -4.893E-19 0.000E+00 0.000E+00 0.000E+00

7 1 1.959E+01 7.668E+00 -1.283E-19 0.000E+00 0.000E+00 0.000E+00 -2.034E+01 7.668E+00 1.283E-19 0.000E+00 0.000E+00 0.000E+00

8 1 1.376E+02 7.668E+00 -9.634E-19 0.000E+00 0.000E+00 0.000E+00 -1.384E+02 7.668E+00 9.634E-19 0.000E+00 0.000E+00 0.000E+00

9 1 -8.745E+01 7.660E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 8.672E+01 7.660E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

10 1 4.455E+01 7.660E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -4.528E+01 7.660E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

11 1 -1.165E+02 7.660E+00 4.338E-20 0.000E+00 0.000E+00 0.000E+00 1.157E+02 7.660E+00 -4.338E-20 0.000E+00 0.000E+00 0.000E+00

12 1 6.128E+00 7.660E+00 2.000E-18 0.000E+00 0.000E+00 0.000E+00 -6.883E+00 7.660E+00 -2.000E-18 0.000E+00 0.000E+00 0.000E+00

13 1 9.394E+01 1.259E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -9.467E+01 1.259E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00

14 1 -4.313E+01 1.259E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 4.240E+01 1.259E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00

15 1 -6.223E+02 5.733E+00 1.466E-17 0.000E+00 0.000E+00 0.000E+00 6.386E+02 5.733E+00 -1.466E-17 0.000E+00 0.000E+00 0.000E+00

16 1 9.396E+02 4.368E+00 4.825E-18 0.000E+00 0.000E+00 0.000E+00 -9.566E+02 4.368E+00 -4.825E-18 0.000E+00 0.000E+00 0.000E+00

17 1 -4.928E+02 5.733E+00 1.466E-17 0.000E+00 0.000E+00 0.000E+00 5.091E+02 5.733E+00 -1.466E-17 0.000E+00 0.000E+00 0.000E+00

18 1 1.379E+03 4.368E+00 4.824E-18 0.000E+00 0.000E+00 0.000E+00 -1.396E+03 4.368E+00 -4.824E-18 0.000E+00 0.000E+00 0.000E+00

19 1 -6.118E+02 5.733E+00 1.468E-17 0.000E+00 0.000E+00 0.000E+00 6.281E+02 5.733E+00 -1.468E-17 0.000E+00 0.000E+00 0.000E+00

20 1 1.196E+03 4.368E+00 4.830E-18 0.000E+00 0.000E+00 0.000E+00 -1.213E+03 4.368E+00 -4.830E-18 0.000E+00 0.000E+00 0.000E+00

FORZE / MOMENTI ELEMENTO FINITO TRAVE GRUPPO 4 TRAVICELLI

ASTA CC Fx Fy Fz Mx My Mz 1 1 -5.393E+00 2.915E+01 -6.224E-01 -1.328E+00 4.922E+01 3.837E+03 4.169E+00 -1.281E+01 6.224E-01 1.328E+00 8.404E+01 6.549E+02

2 1 1.090E+02 -3.528E+00 -5.823E-01 -4.762E-02 6.738E+01 -1.079E+03 -1.101E+02 1.991E+01 5.823E-01 4.762E-02 5.756E+01 -1.435E+03

3 1 2.484E+02 -1.071E+00 -6.696E-01 -5.648E-02 7.463E+01 -6.801E+02 -2.497E+02 1.737E+01 6.696E-01 5.648E-02 6.840E+01 -1.290E+03

4 1 3.439E+02 -1.919E+00 -5.441E-01 -8.932E-02 5.921E+01 -7.712E+02 -3.451E+02 1.834E+01 5.441E-01 8.932E-02 5.782E+01 -1.407E+03

5 1 4.731E+01 6.081E+00 -5.434E-01 -6.287E-02 5.995E+01 -2.374E+01 -4.850E+01 1.030E+01 5.434E-01 6.287E-02 5.664E+01 -4.285E+02

6 1 -1.190E+02 -2.960E+01 -2.592E-01 8.153E-01 4.928E+01 -2.610E+03 1.178E+02 4.597E+01 2.592E-01 -8.153E-01 6.339E+00 -5.499E+03

7 1 -2.415E+01 1.069E+02 4.717E+00 6.081E+00 -4.086E+02 1.562E+04 2.292E+01 -9.058E+01 -4.717E+00 -6.081E+00 -6.013E+02 5.526E+03

8 1 8.876E+01 -1.195E+01 7.342E+00 -1.544E-01 -7.952E+02 -2.308E+03 -8.995E+01 2.833E+01 -7.342E+00 1.544E-01 -7.800E+02 -2.012E+03

9 1 1.750E+02 -1.222E+00 7.137E+00 -1.765E-01 -7.619E+02 -6.680E+02 -1.762E+02 1.752E+01 -7.137E+00 1.765E-01 -7.625E+02 -1.334E+03

10 1 2.956E+02 -3.892E+00 7.120E+00 -2.002E-01 -7.607E+02 -9.616E+02 -2.969E+02 2.031E+01 -7.120E+00 2.002E-01 -7.708E+02 -1.641E+03

11 1 -2.290E+02 1.099E+01 7.387E+00 -1.905E-01 -7.768E+02 2.606E+02 2.278E+02 5.388E+00 -7.387E+00 1.905E-01 -8.082E+02 3.404E+02

12 1 -3.452E+02 -1.011E+02 5.120E+00 -6.052E+00 -6.461E+02 -7.363E+03

Pag. 8

3.440E+02 1.174E+02 -5.120E+00 6.052E+00 -4.527E+02 -1.608E+04

13 1 -1.161E+01 6.401E+01 -1.060E+01 -1.316E+01 9.234E+02 9.146E+03 1.039E+01 -4.767E+01 1.060E+01 1.316E+01 1.347E+03 2.809E+03

14 1 1.474E+02 -8.142E+00 -1.456E+01 1.988E-01 1.584E+03 -1.724E+03 -1.486E+02 2.452E+01 1.456E+01 -1.988E-01 1.540E+03 -1.780E+03

15 1 3.150E+02 -1.946E+00 -1.509E+01 1.960E-01 1.617E+03 -7.622E+02 -3.162E+02 1.825E+01 1.509E+01 -1.960E-01 1.606E+03 -1.394E+03

16 1 4.405E+02 -3.544E+00 -1.477E+01 2.036E-01 1.580E+03 -9.372E+02 -4.417E+02 1.996E+01 1.477E+01 -2.036E-01 1.597E+03 -1.591E+03

17 1 -6.053E+01 8.008E+00 -1.555E+01 1.890E-01 1.638E+03 7.277E+01 5.935E+01 8.369E+00 1.555E+01 -1.890E-01 1.699E+03 -1.116E+02

18 1 -2.565E+02 -6.289E+01 -1.069E+01 1.233E+01 1.377E+03 -4.856E+03 2.553E+02 7.927E+01 1.069E+01 -1.233E+01 9.182E+02 -1.040E+04

19 1 2.406E+01 -4.494E+02 -1.269E+01 8.701E+01 2.224E+02 1.953E+01 -2.506E+01 4.682E+02 1.269E+01 -8.701E+01 9.845E+02 -4.366E+04

20 1 3.789E+01 -7.436E+02 9.496E+00 -6.509E+01 -1.660E+02 -9.109E+01 -3.888E+01 7.625E+02 -9.496E+00 6.509E+01 -7.373E+02 -7.155E+04

21 1 1.145E+01 -2.017E+02 3.191E+00 -1.098E+02 -6.314E+01 7.156E+01 -1.244E+01 2.206E+02 -3.191E+00 1.098E+02 -2.404E+02 -2.016E+04

22 1 -2.515E+01 4.661E+02 -1.482E+01 -7.783E+01 1.142E+03 4.347E+04 2.415E+01 -4.473E+02 1.482E+01 7.783E+01 2.680E+02 -1.788E+01

23 1 -3.891E+01 7.686E+02 9.996E+00 6.948E+01 -8.187E+02 7.214E+04 3.791E+01 -7.498E+02 -9.996E+00 -6.948E+01 -1.323E+02 8.369E+01

24 1 -1.233E+01 2.165E+02 4.826E+00 1.070E+02 -3.876E+02 1.976E+04 1.134E+01 -1.976E+02 -4.826E+00 -1.070E+02 -7.149E+01 -6.581E+01

ELEMENTO FINITO TRAVE DI FONDAZIONE GRUPPO 1 TRAVI DI FONDAZIONE

****** TRAVE NUMERO 1 Lunghezza 50.00 DISTANZA C.C. Fy Mx Mz Spost. Z Rotaz. X Rotaz. Y Press. suolo

0.000 1 +2.406e+001 +0.000e+000 -8.149e-010 -7.695e-002 +2.374e-003 -1.799e-005 0.15391 10.000 1 +7.190e+001 +0.000e+000 -2.406e+002 -7.677e-002 +2.374e-003 -1.800e-005 0.15355 20.000 1 +1.195e+002 +0.000e+000 -9.596e+002 -7.660e-002 +2.374e-003 -1.803e-005 0.15319 30.000 1 +1.667e+002 +0.000e+000 -2.154e+003 -7.642e-002 +2.374e-003 -1.812e-005 0.15284 40.000 1 +2.137e+002 +0.000e+000 -3.821e+003 -7.624e-002 +2.374e-003 -1.829e-005 0.15248 50.000 1 -2.137e+002 +0.000e+000 +5.959e+003 -7.606e-002 +2.374e-003 -1.857e-005 0.15213


0.000 1 -4.045e+002 -1.061e+003 -1.638e+004 -7.606e-002 +2.374e-003 -1.857e-005 0.15213 43.000 1 -4.045e+002 -1.061e+003 +1.018e+003 -7.516e-002 +2.374e-003 -2.043e-005 0.15031 86.000 1 -2.100e+002 -1.061e+003 +1.005e+004 -7.427e-002 +2.374e-003 -1.909e-005 0.14854 129.000 1 +1.617e+002 -1.061e+003 +1.097e+004 -7.350e-002 +2.375e-003 -1.654e-005 0.14700 172.000 1 +3.405e+002 -1.061e+003 +4.017e+003 -7.286e-002 +2.375e-003 -1.472e-005 0.14571 215.000 1 -3.405e+002 +1.061e+003 +1.062e+004 -7.227e-002 +2.375e-003 -1.552e-005 0.14453


0.000 1 -3.164e+002 -2.610e+003 -1.326e+004 -7.227e-002 +2.375e-003 -1.552e-005 0.14453 43.000 1 -3.164e+002 -2.610e+003 +3.460e+002 -7.151e-002 +2.376e-003 -1.709e-005 0.14302 86.000 1 -1.469e+002 -2.610e+003 +6.663e+003 -7.077e-002 +2.377e-003 -1.624e-005 0.14154 129.000 1 +1.773e+002 -2.610e+003 +5.911e+003 -7.011e-002 +2.377e-003 -1.472e-005 0.14021 172.000 1 +3.331e+002 -2.610e+003 -1.713e+003 -6.951e-002 +2.378e-003 -1.421e-005 0.13903 215.000 1 -3.331e+002 +2.610e+003 +1.603e+004 -6.891e-002 +2.379e-003 -1.636e-005 0.13783


0.000 1 -3.848e+002 -3.702e+003 -1.963e+004 -6.891e-002 +2.379e-003 -1.636e-005 0.13783 43.000 1 -3.848e+002 -3.702e+003 -3.083e+003 -6.809e-002 +2.380e-003 -1.911e-005 0.13617 86.000 1 -2.389e+002 -3.702e+003 +7.189e+003 -6.723e-002 +2.381e-003 -1.861e-005 0.13447 129.000 1 -9.883e+001 -3.702e+003 +1.144e+004 -6.646e-002 +2.382e-003 -1.636e-005 0.13293 172.000 1 +1.663e+002 -3.702e+003 +9.894e+003 -6.582e-002 +2.383e-003 -1.377e-005 0.13164 215.000 1 -1.663e+002 +3.702e+003 -2.743e+003 -6.529e-002 +2.384e-003 -1.224e-005 0.13058


0.000 1 -5.783e+002 -4.199e+003 -8.767e+002 -6.529e-002 +2.384e-003 -1.224e-005 0.13058 43.000 1 -5.783e+002 -4.199e+003 +2.399e+004 -6.473e-002 +2.385e-003 -9.441e-006 0.12945 86.000 1 -4.555e+002 -4.199e+003 +4.358e+004 -6.442e-002 +2.386e-003 -1.256e-006 0.12883 129.000 1 -3.348e+002 -4.199e+003 +5.798e+004 -6.457e-002 +2.387e-003 +1.104e-005 0.12914 172.000 1 -2.131e+002 -4.199e+003 +6.714e+004 -6.533e-002 +2.389e-003 +2.620e-005 0.13067 215.000 1 +8.610e+001 +4.199e+003 -7.084e+004 -6.680e-002 +2.390e-003 +4.291e-005 0.13361

Pag. 9


0.000 1 +4.690e+002 -4.017e+003 +6.803e+004 -6.680e-002 +2.390e-003 +4.291e-005 0.13361 43.000 1 +6.214e+002 -4.017e+003 +4.787e+004 -6.903e-002 +2.391e-003 +5.695e-005 0.13807 86.000 1 +7.927e+002 -4.017e+003 +2.115e+004 -7.177e-002 +2.392e-003 +6.531e-005 0.14354 129.000 1 +9.843e+002 -4.017e+003 -1.294e+004 -7.474e-002 +2.393e-003 +6.631e-005 0.14947 172.000 1 +1.196e+003 -4.017e+003 -5.526e+004 -7.758e-002 +2.394e-003 +5.805e-005 0.15516 215.000 1 -1.196e+003 +4.017e+003 +1.067e+005 -7.986e-002 +2.395e-003 +3.843e-005 0.15972


0.000 1 -8.277e+002 -2.989e+003 -1.104e+005 -7.986e-002 +2.395e-003 +3.843e-005 0.15972 43.000 1 -8.277e+002 -2.989e+003 -7.486e+004 -8.089e-002 +2.396e-003 +1.599e-005 0.16177 86.000 1 -5.937e+002 -2.989e+003 -4.933e+004 -8.115e-002 +2.397e-003 +9.427e-007 0.16230 129.000 1 -3.579e+002 -2.989e+003 -3.394e+004 -8.091e-002 +2.398e-003 -9.144e-006 0.16182 172.000 1 -1.237e+002 -2.989e+003 -2.862e+004 -8.033e-002 +2.398e-003 -1.672e-005 0.16067 215.000 1 -1.065e+002 +2.989e+003 +3.320e+004 -7.947e-002 +2.399e-003 -2.421e-005 0.15894


0.000 1 -4.882e+002 -3.725e-009 -2.943e+004 -7.947e-002 +2.399e-003 -2.421e-005 0.15894 22.000 1 -4.882e+002 -3.725e-009 -1.869e+004 -7.887e-002 +2.399e-003 -2.719e-005 0.15774 44.000 1 -3.756e+002 -3.725e-009 -1.043e+004 -7.822e-002 +2.399e-003 -2.900e-005 0.15645 66.000 1 -2.652e+002 +0.000e+000 -4.595e+003 -7.756e-002 +2.399e-003 -2.993e-005 0.15511 88.000 1 -1.573e+002 -3.725e-009 -1.136e+003 -7.688e-002 +2.399e-003 -3.028e-005 0.15376 110.000 1 +5.163e+001 +3.725e-009 +2.910e-010 -7.621e-002 +2.399e-003 -3.035e-005 0.15242


0.000 1 +7.766e+001 +0.000e+000 +9.313e-010 -1.439e-001 +4.710e-003 -4.419e-005 0.28789 10.000 1 +2.323e+002 +0.000e+000 -7.766e+002 -1.435e-001 +4.710e-003 -4.422e-005 0.28701 20.000 1 +3.862e+002 +0.000e+000 -3.099e+003 -1.431e-001 +4.710e-003 -4.432e-005 0.28614 30.000 1 +5.394e+002 +0.000e+000 -6.961e+003 -1.426e-001 +4.710e-003 -4.461e-005 0.28528 40.000 1 +6.919e+002 +0.000e+000 -1.236e+004 -1.422e-001 +4.710e-003 -4.515e-005 0.28441 50.000 1 -6.919e+002 +0.000e+000 +1.927e+004 -1.418e-001 +4.710e-003 -4.604e-005 0.28355






0.000 1 -1.179e+003 -3.978e+003 -5.164e+004 -1.278e-001 +4.723e-003 -2.082e-005 0.25565 43.000 1 -1.179e+003 -3.978e+003 -9.550e+002 -1.266e-001 +4.724e-003 -2.719e-005 0.25318 86.000 1 -6.303e+002 -3.978e+003 +2.615e+004 -1.254e-001 +4.725e-003 -2.414e-005 0.25075 129.000 1 +4.437e+002 -3.978e+003 +3.002e+004 -1.245e-001 +4.726e-003 -1.734e-005 0.24894 172.000 1 +9.736e+002 -3.978e+003 +1.095e+004 -1.239e-001 +4.727e-003 -1.237e-005 0.24781 215.000 1 -9.736e+002 +3.978e+003 +3.092e+004 -1.235e-001 +4.728e-003 -1.479e-005 0.24698


0.000 1 -1.399e+003 -2.792e+003 -3.486e+004 -1.235e-001 +4.728e-003 -1.479e-005 0.24698 43.000 1 -1.399e+003 -2.792e+003 +2.528e+004 -1.226e-001 +4.729e-003 -1.595e-005 0.24518 86.000 1 -8.776e+002 -2.792e+003 +6.302e+004 -1.220e-001 +4.730e-003 -5.259e-006 0.24396 129.000 1 -3.609e+002 -2.792e+003 +7.854e+004 -1.221e-001 +4.730e-003 +1.189e-005 0.24412 172.000 1 +6.800e+002 -2.792e+003 +7.181e+004 -1.230e-001 +4.731e-003 +3.010e-005 0.24598 215.000 1 -6.800e+002 +2.792e+003 -4.257e+004 -1.247e-001 +4.732e-003 +4.395e-005 0.24940


0.000 1 -1.192e+002 -9.373e+002 +3.959e+004 -1.247e-001 +4.732e-003 +4.395e-005 0.24940 43.000 1 +4.306e+002 -9.373e+002 +4.471e+004 -1.268e-001 +4.732e-003 +5.416e-005 0.25358 86.000 1 +9.982e+002 -9.373e+002 +2.620e+004 -1.294e-001 +4.732e-003 +6.275e-005 0.25875 129.000 1 +1.586e+003 -9.373e+002 -1.673e+004 -1.323e-001 +4.733e-003 +6.390e-005 0.26454 172.000 1 +2.192e+003 -9.373e+002 -8.492e+004 -1.350e-001 +4.733e-003 +5.159e-005 0.27006

Pag. 10

215.000 1 -2.192e+003 +9.373e+002 +1.792e+005 -1.369e-001 +4.733e-003 +1.960e-005 0.27388


0.000 1 -1.639e+003 +1.750e+003 -1.854e+005 -1.369e-001 +4.733e-003 +1.960e-005 0.27388 43.000 1 -1.639e+003 +1.750e+003 -1.150e+005 -1.367e-001 +4.733e-003 -1.679e-005 0.27343 86.000 1 -1.021e+003 +1.750e+003 -7.107e+004 -1.353e-001 +4.732e-003 -3.932e-005 0.27067 129.000 1 -4.122e+002 +1.750e+003 -5.334e+004 -1.332e-001 +4.732e-003 -5.439e-005 0.26649 172.000 1 +7.584e+002 +1.750e+003 -6.117e+004 -1.306e-001 +4.731e-003 -6.826e-005 0.26128 215.000 1 -7.584e+002 -1.750e+003 +9.378e+004 -1.274e-001 +4.731e-003 -8.703e-005 0.25487


0.000 1 -1.181e+003 +0.000e+000 -7.080e+004 -1.274e-001 +4.731e-003 -8.703e-005 0.25487 22.000 1 -1.181e+003 +0.000e+000 -4.483e+004 -1.254e-001 +4.731e-003 -9.420e-005 0.25070 44.000 1 -9.043e+002 +0.000e+000 -2.493e+004 -1.232e-001 +4.731e-003 -9.852e-005 0.24633 66.000 1 -6.358e+002 +0.000e+000 -1.095e+004 -1.209e-001 +4.731e-003 -1.007e-004 0.24185 88.000 1 -3.751e+002 +0.000e+000 -2.693e+003 -1.187e-001 +4.731e-003 -1.016e-004 0.23734 110.000 1 +1.224e+002 +0.000e+000 -1.630e-009 -1.164e-001 +4.731e-003 -1.018e-004 0.23285


0.000 1 +4.820e+001 +0.000e+000 -1.746e-009 -1.071e-001 -1.644e-003 -2.780e-005 0.21426 10.000 1 +1.442e+002 +0.000e+000 -4.820e+002 -1.069e-001 -1.644e-003 -2.782e-005 0.21370 20.000 1 +2.397e+002 +0.000e+000 -1.924e+003 -1.066e-001 -1.644e-003 -2.788e-005 0.21316 30.000 1 +3.348e+002 +0.000e+000 -4.321e+003 -1.063e-001 -1.644e-003 -2.806e-005 0.21261 40.000 1 +4.294e+002 +0.000e+000 -7.668e+003 -1.060e-001 -1.644e-003 -2.840e-005 0.21207 50.000 1 -4.294e+002 +0.000e+000 +1.196e+004 -1.058e-001 -1.644e-003 -2.895e-005 0.21152


0.000 1 -8.171e+002 +4.737e+003 -3.164e+004 -1.058e-001 -1.644e-003 -2.895e-005 0.21152 43.000 1 -8.171e+002 +4.737e+003 +3.492e+003 -1.043e-001 -1.645e-003 -3.236e-005 0.20860 86.000 1 -4.220e+002 +4.737e+003 +2.164e+004 -1.029e-001 -1.646e-003 -2.932e-005 0.20581 129.000 1 +3.410e+002 +4.737e+003 +2.321e+004 -1.018e-001 -1.648e-003 -2.388e-005 0.20351 172.000 1 +7.125e+002 +4.737e+003 +8.545e+003 -1.009e-001 -1.649e-003 -2.004e-005 0.20173 215.000 1 -7.125e+002 -4.737e+003 +2.209e+004 -1.001e-001 -1.650e-003 -2.168e-005 0.20019


0.000 1 -6.693e+002 +2.178e+002 -2.427e+004 -1.001e-001 -1.650e-003 -2.168e-005 0.20019 43.000 1 -6.693e+002 +2.178e+002 +4.503e+003 -9.899e-002 -1.650e-003 -2.407e-005 0.19799 86.000 1 -3.107e+002 +2.178e+002 +1.786e+004 -9.796e-002 -1.650e-003 -2.136e-005 0.19593 129.000 1 +3.866e+002 +2.178e+002 +1.611e+004 -9.714e-002 -1.650e-003 -1.725e-005 0.19428 172.000 1 +7.281e+002 +2.178e+002 -5.183e+002 -9.651e-002 -1.650e-003 -1.536e-005 0.19301 215.000 1 -7.281e+002 -2.178e+002 +3.183e+004 -9.589e-002 -1.651e-003 -1.928e-005 0.19177


0.000 1 -7.582e+002 -3.776e+003 -3.590e+004 -9.589e-002 -1.651e-003 -1.928e-005 0.19177 43.000 1 -7.582e+002 -3.776e+003 -3.303e+003 -9.483e-002 -1.650e-003 -2.403e-005 0.18965 86.000 1 -4.283e+002 -3.776e+003 +1.511e+004 -9.375e-002 -1.648e-003 -2.260e-005 0.18750 129.000 1 +2.105e+002 -3.776e+003 +1.966e+004 -9.285e-002 -1.647e-003 -1.839e-005 0.18570 172.000 1 +5.222e+002 -3.776e+003 +1.061e+004 -9.217e-002 -1.646e-003 -1.472e-005 0.18435 215.000 1 -5.222e+002 +3.776e+003 +1.185e+004 -9.163e-002 -1.645e-003 -1.487e-005 0.18326


0.000 1 -9.710e+002 -7.068e+003 -1.587e+004 -9.163e-002 -1.645e-003 -1.487e-005 0.18326 43.000 1 -9.710e+002 -7.068e+003 +2.588e+004 -9.085e-002 -1.643e-003 -1.366e-005 0.18169 86.000 1 -6.684e+002 -7.068e+003 +5.462e+004 -9.035e-002 -1.642e-003 -3.908e-006 0.18071 129.000 1 -3.693e+002 -7.068e+003 +7.050e+004 -9.045e-002 -1.640e-003 +1.125e-005 0.18089 172.000 1 +2.361e+002 -7.068e+003 +7.349e+004 -9.129e-002 -1.638e-003 +2.869e-005 0.18259 215.000 1 -2.361e+002 +7.068e+003 -6.334e+004 -9.292e-002 -1.636e-003 +4.526e-005 0.18585


0.000 1 +2.545e+002 -9.555e+003 +6.027e+004 -9.292e-002 -1.636e-003 +4.526e-005 0.18585 43.000 1 +5.870e+002 -9.555e+003 +4.933e+004 -9.520e-002 -1.633e-003 +5.854e-005 0.19040 86.000 1 +9.388e+002 -9.555e+003 +2.409e+004 -9.801e-002 -1.630e-003 +6.743e-005 0.19602 129.000 1 +1.312e+003 -9.555e+003 -1.628e+004 -1.011e-001 -1.628e-003 +6.838e-005 0.20218 172.000 1 +1.705e+003 -9.555e+003 -7.269e+004 -1.040e-001 -1.625e-003 +5.760e-005 0.20806 215.000 1 -1.705e+003 +9.555e+003 +1.460e+005 -1.062e-001 -1.623e-003 +3.111e-005 0.21246


0.000 1 -1.234e+003 -1.111e+004 -1.511e+005 -1.062e-001 -1.623e-003 +3.111e-005 0.21246 43.000 1 -1.234e+003 -1.111e+004 -9.804e+004 -1.067e-001 -1.620e-003 +9.349e-007 0.21341 86.000 1 -8.221e+002 -1.111e+004 -6.269e+004 -1.062e-001 -1.617e-003 -1.853e-005 0.21237 129.000 1 -4.141e+002 -1.111e+004 -4.489e+004 -1.050e-001 -1.614e-003 -3.156e-005 0.21007

Pag. 11

172.000 1 +3.753e+002 -1.111e+004 -4.429e+004 -1.034e-001 -1.611e-003 -4.237e-005 0.20689 215.000 1 -3.753e+002 +1.111e+004 +6.042e+004 -1.014e-001 -1.607e-003 -5.505e-005 0.20283


0.000 1 -8.030e+002 +0.000e+000 -4.821e+004 -1.014e-001 -1.607e-003 -5.505e-005 0.20283 22.000 1 -8.030e+002 +0.000e+000 -3.055e+004 -1.001e-001 -1.607e-003 -5.993e-005 0.20018 44.000 1 -6.157e+002 +0.000e+000 -1.700e+004 -9.869e-002 -1.607e-003 -6.288e-005 0.19739 66.000 1 -4.333e+002 +0.000e+000 -7.469e+003 -9.726e-002 -1.607e-003 -6.439e-005 0.19452 88.000 1 -2.559e+002 +0.000e+000 -1.839e+003 -9.582e-002 -1.607e-003 -6.497e-005 0.19164 110.000 1 +8.361e+001 +0.000e+000 +0.000e+000 -9.438e-002 -1.607e-003 -6.508e-005 0.18877

Pressione massima nel gruppo: 0.288 Trave numero 9 Distanza: 0.000

A14-EXE-RC1-Scuola materna via Bellardi · Il solaio di pavimentazione del vano adibito ad ufficio...

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Transcript of A14-EXE-RC1-Scuola materna via Bellardi · Il solaio di pavimentazione del vano adibito ad ufficio...