Sezioni C.A. 7.0

document.xls

Sezioni C.A. 6.0-Licenza d'uso Ing. Ciro Azzara 1 di 38 04/18/2023

PROGETTO/LAVORIEsempio di prova

COMMITTENTE

COMUNE

ANNOTAZIONI

DATI DI INPUT

Sezione in Cemento Armato Ordinario

CALCOLO DIVerifica - Metodo agli Stati Limite (D.M. 14/01/2008)

CARATTERISTICHE DI SOLLECITAZIONI AGENTI SULLA SEZIONEsforzo normale Nx = -2200 kNsforzo di taglio Tz = 0 kNmomento flettente My = 0 kN*m

MATERIALICalcestruzzoresistenza caratteristica cubica a compressione Rck = 30 N/mmqmodulo di elasticità longitudinale Ec = 31447 N/mmqcoeff. parziale di sicurezza = 1.5diagramma di calcolo tensione-deformazione: rettangolo (Stress Block)deformazione ec2 = 0,2%deformazione ec3 = 0,175%deformazione ec4 = 0,07%deformazione di rottura o ultima = 0,35%resistenza media a compress. cilindrica fcm = 32,9 N/mmqresistenza caratteristica a compress. cilindrica a 28 gg fck = 24,9 N/mmqresistenza di calcolo a compress. fcd = 13,23 N/mmqresistenza media a trazione fctm = 2,56 N/mmqresistenza caratteristica a trazione fctk = 1,79 N/mmqresistenza di calcolo a trazione fctd = 1,19 N/mmqAcciaiotipo di acciaio: B450Cmodulo di elasticità longitudinale Es = 210000 N/mmqcoeff. parziale di sicurezza = 1.15diagramma di calcolo tensione-deformazione: elastico-perfettamente plasticodeformazione di snervamento = 0,178%deformazione a rottura = 1%tensione caratteristica di snervamento fyk = 450 N/mmqresistenza di calcolo dell'acciaio fyd = 374 N/mmq

Sezioni C.A. 7.0 - CALCOLO DELLE SEZIONI IN C.A. NORMALE E PRECOMPRESSO(metodi Tensioni Ammissibili e Stati Limite)

document.xls

Sezioni C.A. 6.0-Licenza d'uso Ing. Ciro Azzara 2 di 38 04/18/2023

GEOMETRIA SEZIONEforma: Rettangolarecopriferro = 2 cmbase B = 30 cmaltezza H = 50 cmdiametro barre superiori = 20 mmn° barre superiori = 3diametro barre inferiori = 20 mmn° barre inferiori = 3

ARMATURA TRASVERSALEa Tagliointerasse o passo tra due armature trasversali consecutive s= cmarea armatura trasversale ad ogni passo Asw=1 cmqangolo di inclinazione dell'armat. trasvers. rispetto all'asse della trave = 90°

DATI DI OUTPUT

DATI SULLA SEZIONEarea della sezione Asez = 1500 cmqarea dell'armatura metallica Aft = 18,85 cmqrapporto Aft/Asez = 1,3%Sezione omogeneizzatamomento statico rispetto all'asse y' Sy' = 44568,6 cm^3momento statico rispetto all'asse z' Sz' = 26741,2 cm^3distanza del baricentro G rispetto all'asse y' z'G = 25 cmdistanza del baricentro G rispetto all'asse z' y'G = 15 cmmomento d'inerzia rispetto all'asse y' Iy' = 1563562,4 cm^4momento d'inerzia rispetto all'asse z' Iz' = 540760,6 cm^4momento d'inerzia centrifugo rispetto agli assi y' z' Iy'z' = 668528,8 cm^4momento d'inerzia rispetto all'asse y passante per il baric. G Iy = 449347,8 cm^4momento d'inerzia rispetto all'asse z passante per il baric. G Iz = 139643,4 cm^4momento d'inerzia centrifugo rispetto agli assi yz Iyz = 0 cm^4momento d'inerzia rispetto all'asse principale yp Iyp = 449347,8 cm^4momento d'inerzia rispetto all'asse principale zp Izp = 139643,4 cm^4raggio giratore d'inerzia rispetto a yp r_yp = 15,9 cmraggio giratore d'inerzia rispetto a zp r_zp = 8,9 cm

VERIFICA ALLO S.L.U. PER SFORZO NORMALE E/O MOMENTI FLETTENTI (tensioni normali)sforzo normale di progetto Ned = Nx = -2200 kNmomento flettente di progetto Medy = -55 kN*msforzo normale massimo di trazione sopportabile dalla sezione = 705 kNsforzo normale massimo di compressione sopportabile dalla sezione = -2689,5 kNmomenti ultimi o resistenti della sezione soggetta a presso/tenso-flessione retta (corrispondenti a Ned) (sono i momenti che si leggono nel dominio di rottura in corrispondenza dell'intersezione con la verticale passante per il punto rosso rappresentativo delle sollecitazioni agenti) Myu_s = 107,5 kN*m Myu_i = -107,5 kN*messendo il punto rappresentativo delle sollecitazioni di progetto non esterno al dominio di rottura Nx-My (Myu_i<=Medy<=Myu_s) la verifica è soddisfatta

Il TecnicoIng. Ciro Azzara

TELAI.AZ 3.0-0000, Copyright (C) 2005 Ing. Ciro Azzara

CH3 1 PrimoAvvio 0

VARIABILI GENERAL CH2 DataPrimoAvvio

0 Ncalcolaz CH1

108 iF1 -1604909656 NSsw

0 SwAttivato

Ing. Ciro A txtTitolare

VARIABILI SPECIALI DI INPUT ALTRI DATI MATERIALI

30 B 31447

50 H

My 5 ScalaDisSezione

20 dsup

3 Nbs Esempio di pro Progetto

20 dinf Committente

3 Nbi Comune 32.9

2 cf Ing. Ciro Azzar Progettista 24.9

Mz Annotazioni 13.23

B450C TipoAcciaioCA 2.56

30 Rck 1.79

1 Cemento Arm ordinario 1.19

0 Cemento Arm Precompr 450

374

15

0 optCalcProg 1

1 optCalcVerif 0

1.0

Ty 1.2

1 optSollPiane Acciaio ordinario in trave in c.a.p.

0 optSollSpaziali

Mx

-2200 Nx VERIFICHE S.L.E.

Tz 0 blnVerifSLE

comb carat frequente

25 interasse massimo tra le barre Nx

dfp diametro ferri nel calcolo di progetto My

0 optPilastro Mz

1 optTrave Ordinarie cmbCondizAmbArmature pocmbSensibArmat

L 60 Perc_cls_caratt2 sLmin (spazio libero minimo tra i tondini) 45 Perc_cls_qp

80 Perc_acc_caratt

0.4 1 optcarichiBrevi0 optCarichiLunghi0 DM19961 DM2008

e0

A B C D E F G H1

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0 VerifCarPunta 1 KBeta_yBeta_z

Nr MiMr Mk

Rettangola cmbFormSezione

0 Metodo tens ammiss1 Metodo SLU

1.5

1.15210000 Es

.35 .175

.2 .070 optParabRettang1 optRettang0 optTriangRettang0 Sistema Tecnico per le u.m.1 Sistema Internaz per le u.m.

gc

gs

ecu ec3

ec2 ec4

A B C D E F G H4647484950515253545556575859

60

61

62

63

64

656667686970717273747576777879808182838485868788899091929394959697


NuovoCalcolo

ALTRI DATI MATERIALI DATI SEZIONE CIRCOLARE IMPOSTAZIONI

Ec D 0 ZonaSism

Sigca df

tc0 Nf

tc1 Di

Sigfa ALTRI DATI SEZIONE A T ARMATURA TRASVERS A TAGLIO

Sigfac Bo 1 area Asw armatur trasvers (lungo un passo)

fcm s interasse s tra due armature trasvers consec

fck 90 angolo alfa di inclinaz armat trasv rispetto all'asse della trave

fcd 6

fctm 5.653985

fctk ARMATURA TRASVERS A TORSIONE

fctd area Alon armatur longitud dedicata

fyk 8 diam armatur trasvers

fyd interasse s tra due armature trasvers consec

n 90 angolo alfa di inclinaz armat trasv rispetto all'asse della trave

optElastco perfett plastico

optBilineare

k

Acciaio ordinario in trave in c.a.p.

fyk2

quasi perm

y'Gr

z'Gr

esu

I J K L M N O P Q1

2

3

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22

COORDINATE VERTICI SEZIONE

n° di poligonali che descrivono la sezione

Polig 1 n° vertici 4 Polig 2punto y' (cm) z' (cm) y' (cm)

1 0.000 0.000 10.000

2 0.000 50.000 20.000

3 30.000 50.000 20.000

4 30.000 0.000 10.000

5 12.000 9.000 -10.610

6 12.000 4.900 -12.470

7 8.000 3.850 -13.860

8 8.250 0.000 -14.710

area Asw armatur trasvers (lungo un passo) 9 33.000 115.000 -15.000

interasse s tra due armature trasvers consec 10 33.000 30.000 -14.710

angolo alfa di inclinaz armat trasv rispetto all'asse della trave 11 50.000 20.000 -13.860

12 50.000 0.000 -12.470

13 17.680 -17.680 -10.610

14 13.890 -20.790 -8.330

area Alon armatur longitud dedicata 15 9.570 -23.100 -5.740

16 4.880 -24.520 -2.930

interasse s tra due armature trasvers consec 17 0.000 -25.000 0.000

angolo alfa di inclinaz armat trasv rispetto all'asse della trave 18 -4.880 -24.520 2.930

19 -9.570 -23.100 5.740

20 -13.890 -20.790 8.330

21 -17.680 -17.680 10.610

22 -20.790 -13.890 12.470

23 -23.100 -9.570 13.860

24 -24.520 -4.880 14.710

25 -25.000 0.000 15.000

26 -24.520 4.880 14.710

27 -23.100 9.570 13.860

28 -20.790 13.890 12.470

29 -17.680 17.680 10.610

30 -13.890 20.790 8.330

31 -9.570 23.100 5.740

32 -4.880 24.520 2.930

R S T U V W X Y1

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n° polig che descrivono la sezione parzializzata

Polig 1 Np_ns 8 Polig 2punto y' (cm) z' (cm) y' (cm)

1 3.902 2.336 10.000

2 4.000 3.850 20.000

3 0.000 4.900 20.000

4 0.000 9.000 10.000

5 12.000 9.000 -5.740

6 12.000 4.900 -2.930

7 8.000 3.850 0.000

8 8.098 2.336 2.930

9 70.000 120.000 5.740

10 70.000 40.000 8.330

11 100 40 10.61

12 100 0 12.47

13 -20.79 -13.89 12.7164558

14 -23.1 -9.57 10.61

15 -23.5829024 -7.97506171 12.47

16 -23.1 -9.57 13.86

17 -24.52 -4.88 14.71

18 -25 0 15

19 -24.9998171 0.00185935 14.9884427

20 -9.57 -23.1

21 -13.89 -20.79

22 -17.68 -17.68

23 -20.79 -13.89

24 -23.1 -9.57

25 -24.52 -4.88

26 -25 0

27 -24.52 4.88

28 -23.1 9.57

29 -20.79 13.89

30 -17.68 17.68

31 -13.89 20.79

32 -9.57 23.1

33 -4.88 24.52

R S T U V W X Y9899

100101102103104105

106

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108109

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26

COORDINATE VERTICI SEZIONE

1

0 Polig 3 0 Polig 4 0 Polig 5 0

z' (cm) y' (cm) z' (cm) y' (cm) z' (cm) y' (cm) z' (cm)

10.000 140.000 130.000

10.000 20.000 130.000

40.000 20.000 20.000

40.000 140.000 20.000

10.610

8.330

5.740

2.930

0.000

-2.930

-5.740

-8.330

-10.610

-12.470

-13.860

-14.710

-15.000

-14.710

-13.860

-12.470

-10.610

-8.330

-5.740

-2.930

0.000

2.930

5.740

8.330

10.610

12.470

13.860

14.710

Z AA AB AC AD AE AF AG AH1

2

3

4

5

6

7

8

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1

4 Polig 3 4 Polig 4 Polig 5z' (cm) y' (cm) z' (cm) y' (cm) z' (cm) y' (cm) z' (cm)

10.000 140.000 130.000

10.000 20.000 130.000

15.028 20.000 114.534

14.930 140.000 101.031

-13.860

-14.710

-15.000

-14.710

-13.860

-12.470

-10.61

-8.33

-7.870777

-10.61

-8.33

-5.74

-2.93

0

0.116768

Z AA AB AC AD AE AF AG AH9899

100101102103104105

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38

Elenco pacchetti di armatura n° pacch. 2

pacch

1 3.000 3.000 27.000 3.000 3 20.000

2 3.000 47.000 27.000 47.000 3 20.000

3 3.000 147.000 47.000 147.000 0.000 12.000

4 3.000 3.000 47.000 3.000 0.000 12.000

5 3.000 30.000 3.000 120.000 9.000 20.000

6 17.000 30.000 17.000 120.000 9.000 20.000

7 143.000 30.000 143.000 120.000 9.000 20.000

8 157.000 30.000 157.000 120.000 9.000 20.000

9 283.000 30.000 283.000 120.000 9.000 20.000

10 297.000 30.000 297.000 120.000 9.000 20.000

y'iniz z'iniz y'fin z'fin Ntond dtond

AI AJ AK AL AM AN AO AP AQ1

2

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47 51

Coordinate baricentri tondini

n° barre d'armatura 6 Tensioni normali del cls nei vertici della sezione originaria

armonic barra y' (cm) z' (cm) diam (mm) Polig 1

Si 1 3.000 3.000 20 1 punto sig cls

Si 2 15.000 3.000 20 1 1 80.748

No 3 27.000 3.000 20 1 2 -52.329

No 4 3.000 47.000 20 1 3 -88.622

5 15.000 47.000 20 1 4 -230.340

6 27.000 47.000 20 1 5 -230.3397157

7 15.000 47.200 16 1 6 -88.622094715

8 21.100 47.200 16 1 7 -52.328557635

9 27.200 47.200 16 1 8 80.747744994

10 32.333 3.000 12 0 9 0

11 47.000 3.000 12 0 10 0

12 9.933 75.800 24 0

13 15.667 75.800 24 0

14 21.400 75.800 24 -49.263213755

15 27.133 75.800 24 -64.804768242

16 32.867 75.800 24 -76.326813491

17 38.600 75.800 24 -83.380318902

18 44.333 75.800 24 -85.717135686

19 50.067 75.800 24 -83.239704381

20 55.800 75.800 24 -76.051059195

27.4 19.83077 12 -64.404535517

27.4 23.27692 12 -48.753774262

27.4 26.72308 12 -29.702717523

27.4 30.16923 12 -8.0053204328

27.4 33.61538 12 15.534745678

27.4 37.06154 12 40.014088931

27.4 40.50769 12 64.479601247

27.4 43.95385 12 87.978750837

2.6 6.046154 12 109.60958655

2.6 9.492308 12 128.57103034

2.6 12.93846 12 144.11258483

2.6 16.38462 12 155.63463008

2.6 19.83077 12 162.688135492.6 23.27692 122.6 26.72308 122.6 30.16923 122.6 33.61538 12

2.6 37.06154 122.6 40.50769 122.6 43.95385 12

207.52174 17 20

Barra precomp?

AR AS AT AU AV AW AX AY1

2

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220.30435 17 20233.08696 17 20245.86957 17 20258.65217 17 20271.43478 17 20284.21739 17 20

297 17 203 133 20

15.782609 133 2028.565217 133 2041.347826 133 2054.130435 133 2066.913043 133 2079.695652 133 20

92.478261 133 20

105.26087 133 20118.04348 133 20

130.82609 133 20

143.6087 133 20156.3913 133 20

169.17391 133 20181.95652 133 20194.73913 133 20207.52174 133 20220.30435 133 20233.08696 133 20245.86957 133 20258.65217 133 20271.43478 133 20284.21739 133 20

297 133 203 147 20

15.782609 147 2028.565217 147 2041.347826 147 2054.130435 147 2066.913043 147 2079.695652 147 2092.478261 147 20105.26087 147 20118.04348 147 20130.82609 147 20

143.6087 147 20156.3913 147 20

169.17391 147 20181.95652 147 20194.73913 147 20207.52174 147 20220.30435 147 20233.08696 147 20245.86957 147 20258.65217 147 20


60

61

62

63

64

656667686970717273747576777879808182838485868788899091929394959697


271.43478 147 20284.21739 147 20

297 147 203 30 203 41.25 203 52.5 203 63.75 203 75 20

3 86.25 20

3 97.5 203 108.75 20

3 120 20

17 30 20

17 41.25 20

17 52.5 20

17 63.75 20

17 75 20

17 86.25 20

17 97.5 20

17 108.75 20

17 120 20

143 30 20

143 41.25 20

143 52.5 20

143 63.75 20

143 75 20

143 86.25 20

143 97.5 20

143 108.75 20

143 120 20

157 30 20

157 41.25 20

157 52.5 20

157 63.75 20

157 75 20

157 86.25 20

157 97.5 20

157 108.75 20

157 120 20

283 30 20

283 41.25 20

283 52.5 20

283 63.75 20

283 75 20283 86.25 20283 97.5 20283 108.75 20


100101102103104105

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283 120 20297 30 20297 41.25 20297 52.5 20297 63.75 20297 75 20297 86.25 20297 97.5 20297 108.75 20297 120 20

17.017323 47.2 1617.113386 47.2 1617.209449 47.2 1617.305512 47.2 1617.401575 47.2 1617.497638 47.2 1617.593701 47.2 1617.689764 47.2 1617.785827 47.2 16

17.88189 47.2 1617.977953 47.2 1618.074016 47.2 1618.170079 47.2 1618.266142 47.2 1618.362205 47.2 1618.458268 47.2 1618.554331 47.2 1618.650394 47.2 1618.746457 47.2 16

18.84252 47.2 1618.938583 47.2 1619.034646 47.2 1619.130709 47.2 1619.226772 47.2 1619.322835 47.2 1619.418898 47.2 1619.514961 47.2 1619.611024 47.2 1619.707087 47.2 16

19.80315 47.2 1619.899213 47.2 1619.995276 47.2 1620.091339 47.2 1620.187402 47.2 1620.283465 47.2 1620.379528 47.2 1620.475591 47.2 1620.571654 47.2 1620.667717 47.2 16

20.76378 47.2 1620.859843 47.2 1620.955906 47.2 1621.051969 47.2 16



21.148031 47.2 1621.244094 47.2 1621.340157 47.2 16

21.43622 47.2 1621.532283 47.2 1621.628346 47.2 1621.724409 47.2 1621.820472 47.2 1621.916535 47.2 1622.012598 47.2 1622.108661 47.2 1622.204724 47.2 1622.300787 47.2 16

22.39685 47.2 1622.492913 47.2 1622.588976 47.2 1622.685039 47.2 1622.781102 47.2 1622.877165 47.2 1622.973228 47.2 1623.069291 47.2 1623.165354 47.2 1623.261417 47.2 16

23.35748 47.2 1623.453543 47.2 1623.549606 47.2 1623.645669 47.2 1623.741732 47.2 1623.837795 47.2 1623.933858 47.2 1624.029921 47.2 1624.125984 47.2 1624.222047 47.2 16

24.31811 47.2 1624.414173 47.2 1624.510236 47.2 1624.606299 47.2 1624.702362 47.2 1624.798425 47.2 1624.894488 47.2 1624.990551 47.2 1625.086614 47.2 1625.182677 47.2 16

25.27874 47.2 1625.374803 47.2 1625.470866 47.2 1625.566929 47.2 1625.662992 47.2 1625.759055 47.2 1625.855118 47.2 1625.951181 47.2 1626.047244 47.2 1626.143307 47.2 16



26.23937 47.2 1626.335433 47.2 1626.431496 47.2 1626.527559 47.2 1626.623622 47.2 1626.719685 47.2 1626.815748 47.2 1626.911811 47.2 1627.007874 47.2 1627.103937 47.2 16

27.2 47.2 16



Tensioni normali del cls nei vertici della sezione originaria

Polig 2 Polig 3 Polig 4 Polig 5

sig cls sig cls sig cls sig cls

-27.149 -14.985

-27.691 -8.000

137.518 48.899

138.060 41.915

93.01424

81.6072

68.63878

54.55932

39.87002

25.17235

11.0684

-1.940065

-13.4007

-22.76116

-29.7691

-34.0722

-35.56872

-34.15663

-29.9345

-23.00118

-13.70642

-2.299382

10.66903

24.74849

39.4378

54.13546

68.23942

81.24788

92.70852

102.069

109.0769

113.38

AZ BA BB BC BD1

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Foglio3

Sezioni.Az 1.0-000 Licenza d'uso ing. Ciro Azzara 18 di 38 04/18/2023

LIBRERIERck

DIAMETRI BARRE DI ACCIAIO TIPI DI ACCIAIO in N/mmq in kg/cmq12 B450C Fe B 22 k 10 100 C8/1014 Fe B 32 k 15 150 C12/1516 Fe B 38 k 20 200 C16/2018 Fe B 44 k 25 250 C20/2520 30 300 C25/3022 35 350 C28/3524 40 400 C32/4026 45 450 C35/4528 50 500 C40/5030 TIPI DI CLS 55 550 C45/5532 60 600 C50/6034 67 670 C55/6736 75 750 C60/7538 85 850 C70/8540 95 950 C80/95

105 1050 C90/105

A B C D E F G H I J K L M123456789

1011121314151617181920

Foglio3

Sezioni.Az 1.0-000 Licenza d'uso ing. Ciro Azzara 19 di 38 04/18/2023

FORME SEZIONIRettangolareCircolare piena o cavaa Ta T rovesciaa doppio TScatolareGenerica

N O123456789

1011121314151617181920

Sezioni C.A. 4.0-Licenza d'uso Ing. Ciro Azzara

-300,000 -250,000 -200,000 -150,000 -100,000 -50,000 0 50,000 100,000

-40,000

-30,000

-20,000

-10,000

0

10,000

20,000

30,000

40,000

DOMINIO DI ROTTURA My-Nx (verifica a carico di punta)

3636.27258681386Re-gione1sRe-gione2sRe-gione3sRe-gione4sRe-gione5sRe-gione6sRe-gione1iRe-gione2iRe-gione3iRe-gione4iRe-gione5iRe-gione6i

Nx ( kg)

My

( k

g*m

)


-3,000 -2,500 -2,000 -1,500 -1,000 -500 0 500 1,000

-400

-300

-200

-100

0

100

200

300

400

DOMINIO DI ROTTURA My-Nx

-55Re-gione1sRe-gione2sRe-gione3sRe-gione4sRe-gione5sRe-gione6sRe-gione1iRe-gione2iRe-gione3iRe-gione4iRe-gione5iRe-gione6i

Nx ( kN)

My

( k

N*m

)


-3,500 -3,000 -2,500 -2,000 -1,500 -1,000 -500 0 500 1,000 1,500

-150

-100

-50

0

50

100

150

DOMINIO DI ROTTURA Mz-Nx

0Re-gione1sRe-gione2sRe-gione3sRe-gione4sRe-gione5sRe-gione6sRe-gione1iRe-gione2iRe-gione3iRe-gione4iRe-gione5iRe-gione6i

Nx ( kN)

Mz

( k

N*m

)


-5,000 0 5,000 10,000 15,000 20,000 25,000 30,000

-6,000

-4,000

-2,000

0

2,000

4,000

6,000

DOMINIO DI ROTTURA My-Mz

0

Frontiera

My ( kg*m)

Mz

( k

g*m

)


0 0.2 0.4 0.6 0.8 1 1.2

-30

-20

-10

0

10

20

30

Diagramma tensioni tangenziali da Taglio sulla sezione

txz

z (

cm)

Sezioni.Az 2.0-000 Licenza d'uso ing. Ciro Azzara

METODO SLU Nx My Mz-2200 -55 0

PER LA COSTRUZIONE DEI DOMINI DI ROTTURA My-Nx e Mz-NxNxu Myu x Nxu Mzu x

704.97 0.00 -6.53 Reg1 796.59 0.00 -5.98686.72 4.02 -5.94 796.59 0.00 -5.43668.05 8.12 -5.35 796.59 0.00 -4.89648.96 12.32 -4.75 796.59 0.00 -4.35629.42 16.62 -4.16 796.59 0.00 -3.80609.42 21.02 -3.56 796.59 0.00 -3.26588.95 25.53 -2.97 796.59 0.00 -2.72567.98 30.14 -2.38 796.59 0.00 -2.17546.51 34.86 -1.78 796.59 0.00 -1.63524.50 39.70 -1.19 793.48 0.35 -1.09501.94 44.67 -0.59 775.68 2.32 -0.54478.82 49.75 0.00 757.14 4.38 0.00455.66 54.85 0.58 Reg2 744.39 5.85 0.32431.91 60.07 1.16 728.62 7.75 0.64407.55 65.43 1.74 709.90 10.06 0.97382.57 70.93 2.32 688.34 12.76 1.29356.92 76.57 2.90 664.04 15.83 1.61315.24 86.17 3.48 637.13 19.23 1.93265.16 97.72 4.06 607.74 22.94 2.26206.67 111.10 4.64 576.06 26.92 2.58155.09 122.67 5.22 542.26 31.14 2.90102.70 134.28 5.80 506.58 35.55 3.22

45.16 146.88 6.38 469.25 40.13 3.54-9.24 158.64 6.96 430.57 44.81 3.87

-64.49 170.45 7.54 390.84 49.54 4.19-120.67 182.33 8.12 350.44 54.28 4.51-177.82 194.29 8.70 309.53 58.99 4.83-243.83 207.78 9.28 268.12 63.68 5.16-289.72 216.95 9.86 226.17 68.34 5.48-312.86 220.98 10.44 183.65 72.97 5.80-335.99 224.87 11.02 140.55 77.59 6.12-359.11 228.63 11.60 96.83 82.20 6.44-388.49 233.20 12.19 52.46 86.79 6.77-448.69 241.91 14.08 Reg3 -65.41 96.33 7.79-507.34 249.50 15.98 -199.45 104.77 8.82-567.55 256.40 17.87 -308.05 110.86 9.85-626.18 262.24 19.77 -407.22 116.11 10.87-686.41 267.34 21.67 -499.40 120.59 11.90-745.03 271.43 23.56 -618.30 123.19 12.93-805.26 274.72 25.46 -740.81 124.84 13.95-871.80 277.30 27.36 -854.57 126.08 14.98-932.01 278.67 29.25 -961.26 126.88 16.01-990.65 279.13 31.15 -1,062.16 127.23 17.03

-1,060.07 271.44 32.21 Reg4 -1,138.92 125.04 17.64-1,125.74 263.95 33.26 -1,212.88 122.84 18.24-1,189.43 256.61 34.32 -1,284.31 120.61 18.85-1,251.33 249.38 35.38 -1,353.45 118.33 19.45-1,305.24 242.50 36.43 -1,420.50 116.00 20.05-1,363.97 235.45 37.49 -1,485.65 113.60 20.66-1,421.33 228.42 38.55 -1,549.05 111.12 21.26


-1,479.01 221.29 39.60 -1,610.86 108.57 21.87-1,533.92 214.21 40.66 -1,671.21 105.92 22.47-1,587.75 207.10 41.72 -1,730.20 103.17 23.08-1,640.58 199.92 42.77 -1,787.94 100.32 23.68-1,694.07 192.50 43.83 -1,843.65 97.33 24.29-1,745.11 185.14 44.89 -1,894.94 94.11 24.89-1,795.35 177.66 45.94 -1,945.43 90.77 25.50-1,846.41 169.87 47.00 -1,995.19 87.32 26.10-1,853.38 168.78 47.15 Reg5 -2,011.09 86.18 26.30-1,861.92 167.49 47.30 -2,026.91 85.03 26.49-1,862.52 167.21 47.45 -2,042.68 83.87 26.69-1,871.03 165.91 47.60 -2,058.37 82.69 26.88-1,877.94 164.82 47.75 -2,074.00 81.50 27.08-1,886.42 163.51 47.90 -2,089.56 80.30 27.27-1,894.89 162.19 48.05 -2,105.07 79.09 27.47-1,903.34 160.86 48.20 -2,120.51 77.86 27.66-1,910.21 159.75 48.35 -2,135.88 76.62 27.86-1,910.71 159.51 48.50 -2,151.21 75.36 28.05-1,919.13 158.18 48.65 -2,166.47 74.09 28.25-1,927.54 156.84 48.80 -2,181.68 72.81 28.44-1,934.34 155.72 48.95 -2,196.83 71.52 28.64-1,942.72 154.37 49.10 -2,211.92 70.21 28.83-1,951.09 153.01 49.25 -2,226.97 68.89 29.03-1,951.53 152.79 49.40 -2,241.96 67.55 29.22-1,958.28 151.66 49.55 -2,256.90 66.20 29.42-1,966.61 150.30 49.70 -2,271.79 64.83 29.61-1,974.93 148.93 49.85 -2,286.63 63.46 29.81-1,983.23 147.55 50.00 -2,301.42 62.06 30.00-2,074.99 131.26 52.50 reg6 -2,638.03 27.69 40.38-2,162.50 114.90 55.00 -2,752.56 16.18 50.77-2,246.65 98.27 57.50 -2,807.33 10.74 61.15-2,328.08 81.22 60.00 -2,838.67 7.67 71.54-2,415.22 61.83 62.50 -2,858.69 5.72 81.92-2,492.61 43.54 65.00 -2,872.48 4.39 92.31-2,513.12 38.80 67.50 -2,881.80 3.45 102.69-2,524.43 36.31 70.00 -2,887.95 2.78 113.08-2,534.63 34.07 72.50 -2,892.72 2.26 123.46-2,543.88 32.03 75.00 -2,896.51 1.84 133.85-2,604.00 18.80 100.00 -2,899.58 1.51 144.23-2,635.10 11.96 125.00 -2,902.13 1.23 154.62-2,654.10 7.78 150.00 -2,904.27 0.99 165.00-2,666.92 4.96 175.00 -2,906.09 0.79 175.38-2,676.14 2.93 200.00 -2,907.66 0.62 185.77-2,683.10 1.40 225.00 -2,909.03 0.47 196.15-2,688.54 0.20 250.00 -2,910.22 0.34 206.54-2,689.47 0.00 275.00 -2,910.54 0.30 216.92-2,689.47 0.00 300.00 -2,910.81 0.28 227.31-2,689.47 0.00 325.00 -2,911.05 0.25 237.69-2,689.47 0.00 425.00 -2,911.25 0.23 248.08-2,689.47 0.00 525.00 -2,911.43 0.21 258.46-2,689.47 0.00 625.00 -2,911.58 0.19 268.85-2,689.47 0.00 725.00 -2,911.72 0.18 279.23-2,689.47 0.00 825.00 -2,911.84 0.17 289.62-2,689.47 0.00 925.00 -2,911.95 0.15 300.00


704.97 0.00 -6.53 reg1 796.59 0.00 -5.98686.72 -4.02 -5.94 796.59 0.00 -5.43668.05 -8.12 -5.35 796.59 0.00 -4.89648.96 -12.32 -4.75 796.59 0.00 -4.35629.42 -16.62 -4.16 796.59 0.00 -3.80609.42 -21.02 -3.56 796.59 0.00 -3.26588.95 -25.53 -2.97 796.59 0.00 -2.72567.98 -30.14 -2.38 796.59 0.00 -2.17546.51 -34.86 -1.78 796.59 0.00 -1.63524.50 -39.70 -1.19 793.48 -0.35 -1.09501.94 -44.67 -0.59 775.68 -2.32 -0.54478.82 -49.75 0.00 757.14 -4.38 0.00455.66 -54.85 0.58 reg2 744.39 -5.85 0.32431.91 -60.07 1.16 728.62 -7.75 0.64407.55 -65.43 1.74 709.90 -10.06 0.97382.57 -70.93 2.32 688.34 -12.76 1.29356.92 -76.57 2.90 664.04 -15.83 1.61315.24 -86.17 3.48 637.13 -19.23 1.93265.16 -97.72 4.06 607.74 -22.94 2.26206.67 -111.10 4.64 576.06 -26.92 2.58155.09 -122.67 5.22 542.26 -31.14 2.90102.70 -134.28 5.80 506.58 -35.55 3.22

45.16 -146.88 6.38 469.25 -40.13 3.54-9.24 -158.64 6.96 430.57 -44.81 3.87

-64.49 -170.45 7.54 390.84 -49.54 4.19-120.67 -182.33 8.12 350.44 -54.28 4.51-177.82 -194.29 8.70 309.53 -58.99 4.83-243.83 -207.78 9.28 268.12 -63.68 5.16-289.72 -216.95 9.86 226.17 -68.34 5.48-312.86 -220.98 10.44 183.65 -72.97 5.80-335.99 -224.87 11.02 140.55 -77.59 6.12-359.11 -228.63 11.60 96.83 -82.20 6.44-388.49 -233.20 12.19 52.46 -86.79 6.77-448.69 -241.91 14.08 reg3 -65.41 -96.33 7.79-507.34 -249.50 15.98 -199.45 -104.77 8.82-567.55 -256.40 17.87 -308.05 -110.86 9.85-626.18 -262.24 19.77 -407.22 -116.11 10.87-686.41 -267.34 21.67 -499.40 -120.59 11.90-745.03 -271.43 23.56 -618.30 -123.19 12.93-805.26 -274.72 25.46 -740.81 -124.84 13.95-871.80 -277.30 27.36 -854.57 -126.08 14.98-932.01 -278.67 29.25 -961.26 -126.88 16.01-990.65 -279.13 31.15 -1,062.16 -127.23 17.03

-1,060.07 -271.44 32.21 reg4 -1,138.92 -125.04 17.64-1,125.74 -263.95 33.26 -1,212.88 -122.84 18.24-1,189.43 -256.61 34.32 -1,284.31 -120.61 18.85-1,251.33 -249.38 35.38 -1,353.45 -118.33 19.45-1,305.24 -242.50 36.43 -1,420.50 -116.00 20.05-1,363.97 -235.45 37.49 -1,485.65 -113.60 20.66-1,421.33 -228.42 38.55 -1,549.05 -111.12 21.26-1,479.01 -221.29 39.60 -1,610.86 -108.57 21.87-1,533.92 -214.21 40.66 -1,671.21 -105.92 22.47-1,587.75 -207.10 41.72 -1,730.20 -103.17 23.08-1,640.58 -199.92 42.77 -1,787.94 -100.32 23.68


-1,694.07 -192.50 43.83 -1,843.65 -97.33 24.29-1,745.11 -185.14 44.89 -1,894.94 -94.11 24.89-1,795.35 -177.66 45.94 -1,945.43 -90.77 25.50-1,846.41 -169.87 47.00 -1,995.19 -87.32 26.10-1,853.38 -168.78 47.15 reg5 -2,011.09 -86.18 26.30-1,861.92 -167.49 47.30 -2,026.91 -85.03 26.49-1,862.52 -167.21 47.45 -2,042.68 -83.87 26.69-1,871.03 -165.91 47.60 -2,058.37 -82.69 26.88-1,877.94 -164.82 47.75 -2,074.00 -81.50 27.08-1,886.42 -163.51 47.90 -2,089.56 -80.30 27.27-1,894.89 -162.19 48.05 -2,105.07 -79.09 27.47-1,903.34 -160.86 48.20 -2,120.51 -77.86 27.66-1,910.21 -159.75 48.35 -2,135.88 -76.62 27.86-1,910.71 -159.51 48.50 -2,151.21 -75.36 28.05-1,919.13 -158.18 48.65 -2,166.47 -74.09 28.25-1,927.54 -156.84 48.80 -2,181.68 -72.81 28.44-1,934.34 -155.72 48.95 -2,196.83 -71.52 28.64-1,942.72 -154.37 49.10 -2,211.92 -70.21 28.83-1,951.09 -153.01 49.25 -2,226.97 -68.89 29.03-1,951.53 -152.79 49.40 -2,241.96 -67.55 29.22-1,958.28 -151.66 49.55 -2,256.90 -66.20 29.42-1,966.61 -150.30 49.70 -2,271.79 -64.83 29.61-1,974.93 -148.93 49.85 -2,286.63 -63.46 29.81-1,983.23 -147.55 50.00 -2,301.42 -62.06 30.00-2,074.99 -131.26 52.50 reg6 -2,638.03 -27.69 40.38-2,162.50 -114.90 55.00 -2,752.56 -16.18 50.77-2,246.65 -98.27 57.50 -2,807.33 -10.74 61.15-2,328.08 -81.22 60.00 -2,838.67 -7.67 71.54-2,415.22 -61.83 62.50 -2,858.69 -5.72 81.92-2,492.61 -43.54 65.00 -2,872.48 -4.39 92.31-2,513.12 -38.80 67.50 -2,881.80 -3.45 102.69-2,524.43 -36.31 70.00 -2,887.95 -2.78 113.08-2,534.63 -34.07 72.50 -2,892.72 -2.26 123.46-2,543.88 -32.03 75.00 -2,896.51 -1.84 133.85-2,604.00 -18.80 100.00 -2,899.58 -1.51 144.23-2,635.10 -11.96 125.00 -2,902.13 -1.23 154.62-2,654.10 -7.78 150.00 -2,904.27 -0.99 165.00-2,666.92 -4.96 175.00 -2,906.09 -0.79 175.38-2,676.14 -2.93 200.00 -2,907.66 -0.62 185.77-2,683.10 -1.40 225.00 -2,909.03 -0.47 196.15-2,688.54 -0.20 250.00 -2,910.22 -0.34 206.54-2,689.47 0.00 275.00 -2,910.54 -0.30 216.92-2,689.47 0.00 300.00 -2,910.81 -0.28 227.31-2,689.47 0.00 325.00 -2,911.05 -0.25 237.69-2,689.47 0.00 425.00 -2,911.25 -0.23 248.08-2,689.47 0.00 525.00 -2,911.43 -0.21 258.46-2,689.47 0.00 625.00 -2,911.58 -0.19 268.85-2,689.47 0.00 725.00 -2,911.72 -0.18 279.23-2,689.47 0.00 825.00 -2,911.84 -0.17 289.62-2,689.47 0.00 925.00 -2,911.95 -0.15 300.00


PER LA COSTRUZIONE DEL DOMINIO DI ROTTURA Myu MzuMyu Mzu 24 n° punti dominio

24,332.21 0.00 1 1 DominioMyMzEsistente24,212.57 709.10 223,827.62 1,504.39 323,109.62 2,393.08 421,965.30 3,250.34 518,258.20 4,262.42 6

8,303.46 5,102.10 71,008.77 4,340.76 8

324.98 3,972.43 991.50 3,721.34 10

-10.36 3,399.99 11-78.96 2,852.78 12

-157.61 0.00 13-78.96 -2,852.78 14-10.36 -3,399.99 1591.50 -3,721.34 16

324.98 -3,972.43 171,008.77 -4,340.76 188,303.46 -5,102.10 19

18,258.20 -4,262.42 2021,965.30 -3,250.34 2123,109.62 -2,393.08 2223,827.62 -1,504.39 2324,212.57 -709.10 2424,332.21 0.00


Nx My-100000 3636.27259 18

DOMINIO My-Nx PER VERIFICA A CARICO DI PUNTA PER LA COSTRUZIONE DIAGRAMMA TENSIONI TANGENZIALINxu Myu x z

67,489.55 7,555.98 -13.08 Reg1 25.3767,489.55 7,555.98 -11.89 24.1867,489.55 7,555.98 -10.70 22.9967,059.18 7,680.82 -9.51 21.865,646.77 8,090.55 -8.32 20.6164,182.07 8,515.45 -7.13 19.4262,662.14 8,956.36 -5.94 18.2361,083.79 9,414.23 -4.76 17.0459,443.58 9,890.04 -3.57 15.8557,737.81 10,384.87 -2.38 14.6655,962.46 10,899.88 -1.19 13.4754,113.19 11,436.34 0.00 12.2852,827.52 11,812.89 0.70 Reg2 11.0951,214.54 12,290.01 1.41 9.949,282.85 12,862.83 2.11 8.7147,042.71 13,526.04 2.82 7.5244,505.97 14,273.83 3.52 6.3341,686.58 15,099.88 4.23 5.1438,600.50 15,997.26 4.93 3.9535,266.25 16,958.39 5.64 2.7531,704.85 17,975.03 6.34 1.5627,940.51 19,038.09 7.05 0.3724,000.55 20,137.68 7.75 -0.8219,916.23 21,262.95 8.46 -2.0115,722.75 22,402.01 9.16 -3.211,459.19 23,542.12 9.87 -4.39

7,145.81 24,676.71 10.57 -5.583,073.62 25,721.35 11.28 -6.77

421.20 26,334.15 11.98 -7.96-2,231.18 26,926.95 12.69 -9.15-4,883.60 27,499.78 13.39 -10.34-7,535.96 28,052.61 14.10 -11.53

-10,188.35 28,585.47 14.80 -12.72-16,601.22 29,762.80 17.05 Reg3 -13.91-23,014.12 30,820.32 19.30 -15.1-29,427.06 31,758.03 21.54 -16.29-35,840.01 32,575.93 23.79 -17.48-42,252.97 33,274.01 26.03 -18.67-48,665.95 33,852.27 28.28 -19.86-55,078.94 34,310.72 30.52 -21.05-61,491.94 34,649.35 32.77 -22.25-67,904.93 34,868.16 35.02 -23.44-74,317.93 34,967.15 37.26 -24.63-83,006.30 33,717.30 38.58 Reg4-91,369.10 32,508.89 39.91-99,437.68 31,333.93 41.23

-107,239.46 30,185.43 42.55-114,798.57 29,057.24 43.87-122,136.31 27,943.93 45.20-129,271.56 26,840.69 46.52

J1

Per la verifica a carico di punta


-136,221.12 25,743.22 47.84-142,999.97 24,647.73 49.16-149,621.52 23,550.78 50.49-156,097.82 22,449.30 51.81-162,439.72 21,340.53 53.13-168,657.01 20,221.98 54.45-174,758.56 19,091.38 55.78-180,752.40 17,946.68 57.10-181,403.33 17,820.24 57.25 Reg5-182,053.06 17,693.61 57.39-182,701.60 17,566.77 57.54-183,348.96 17,439.74 57.68-183,995.15 17,312.51 57.83-184,640.18 17,185.07 57.97-185,284.06 17,057.43 58.12-185,926.79 16,929.58 58.26-186,568.39 16,801.52 58.41-187,208.86 16,673.25 58.55-187,848.21 16,544.76 58.70-188,486.45 16,416.06 58.84-189,123.60 16,287.14 58.99-189,759.64 16,157.99 59.13-190,394.60 16,028.63 59.28-191,028.48 15,899.04 59.42-191,661.29 15,769.22 59.57-192,293.04 15,639.18 59.71-192,923.73 15,508.91 59.86-193,553.38 15,378.40 60.00-236,686.22 5,783.15 80.77 reg6-252,422.60 2,191.05 101.54-260,342.15 351.71 122.31-265,053.47 -756.31 143.08-268,159.01 -1,493.68 163.85-270,352.85 -2,018.49 184.62-271,981.80 -2,410.53 205.38-273,237.52 -2,714.27 226.15-274,234.24 -2,956.37 246.92-275,044.12 -3,153.79 267.69-275,714.90 -3,317.81 288.46-276,279.40 -3,456.21 309.23-276,760.92 -3,574.54 330.00-277,176.41 -3,676.87 350.77-277,538.55 -3,766.21 371.54-277,856.94 -3,844.90 392.31-278,139.04 -3,914.72 413.08-278,390.71 -3,977.10 433.85-278,616.59 -4,033.15 454.62-278,820.45 -4,083.80 475.38-278,919.42 -4,107.88 496.15-278,937.15 -4,111.39 516.92-278,952.76 -4,114.49 537.69-278,966.58 -4,117.23 558.46-278,978.87 -4,119.66 579.23-278,989.86 -4,121.84 600.00


67,489.55 7,555.98 -13.15 reg167,489.55 7,555.98 -11.9567,489.55 7,555.98 -10.7667,421.74 7,538.69 -9.5663,470.08 6,531.38 -8.3759,372.16 5,486.79 -7.1755,119.70 4,402.80 -5.9850,703.79 3,277.14 -4.7846,114.81 2,107.37 -3.5941,342.40 890.85 -2.3936,375.33 -375.30 -1.2031,201.45 -1,694.17 0.0027,877.26 -2,545.60 0.71 reg224,172.61 -3,500.55 1.4220,094.15 -4,554.89 2.1315,650.13 -5,704.14 2.8310,850.27 -6,943.39 3.54

5,706.28 -8,267.30 4.25231.77 -9,670.03 4.96

-5,557.21 -11,145.21 5.67-11,642.23 -12,685.88 6.38-18,001.83 -14,284.45 7.09-24,611.54 -15,932.60 7.80-31,443.16 -17,621.23 8.50-38,464.63 -19,340.39 9.21-45,640.42 -21,079.45 9.92-52,953.75 -22,833.41 10.63-60,410.11 -24,603.62 11.34-63,915.51 -25,346.52 12.05-66,581.87 -25,855.34 12.76-69,248.17 -26,343.95 13.46-71,914.52 -26,812.38 14.17-74,580.84 -27,260.61 14.88-81,027.40 -28,232.17 17.14 reg3-87,474.00 -29,082.66 19.40-93,920.61 -29,812.07 21.65

-100,367.26 -30,420.41 23.91-106,813.93 -30,907.67 26.17-113,260.59 -31,273.85 28.43-119,707.27 -31,518.94 30.68-126,153.96 -31,642.96 32.94-132,600.65 -31,645.89 35.20-139,047.35 -31,527.75 37.46-144,590.12 -30,894.90 38.79 reg4-150,017.12 -30,253.64 40.12-155,339.51 -29,600.74 41.45-160,567.05 -28,933.37 42.78-165,708.30 -28,249.04 44.11-170,770.84 -27,545.56 45.43-175,761.39 -26,820.97 46.76-180,685.91 -26,073.55 48.09-185,549.74 -25,301.75 49.42-190,357.64 -24,504.19 50.75-195,113.89 -23,679.61 52.08


-199,822.36 -22,826.92 53.41-204,486.52 -21,945.08 54.74-209,109.53 -21,033.20 56.07-213,694.25 -20,090.44 57.40-214,140.60 -19,996.56 57.53 reg5-214,586.61 -19,902.39 57.66-215,032.29 -19,807.91 57.79-215,477.63 -19,713.12 57.92-215,922.64 -19,618.03 58.05-216,367.32 -19,522.64 58.18-216,811.68 -19,426.94 58.31-217,255.70 -19,330.93 58.44-217,699.41 -19,234.61 58.57-218,142.79 -19,137.99 58.70-218,585.86 -19,041.05 58.83-219,028.61 -18,943.81 58.96-219,471.04 -18,846.26 59.09-219,913.16 -18,748.39 59.22-220,354.97 -18,650.22 59.35-220,796.47 -18,551.73 59.48-221,237.66 -18,452.93 59.61-221,678.56 -18,353.82 59.74-222,119.14 -18,254.39 59.87-222,559.43 -18,154.65 60.00-253,862.23 -10,547.69 80.77 reg6-264,249.37 -7,975.88 101.54-269,120.05 -6,751.85 122.31-271,861.58 -6,054.41 143.08-273,589.68 -5,610.23 163.85-274,766.16 -5,305.18 184.62-275,612.95 -5,083.95 205.38-276,248.61 -4,916.78 226.15-276,741.71 -4,786.34 246.92-277,134.41 -4,681.92 267.69-277,453.97 -4,596.56 288.46-277,718.71 -4,525.55 309.23-277,941.38 -4,465.59 330.00-278,131.11 -4,414.33 350.77-278,294.60 -4,370.03 371.54-278,436.85 -4,331.37 392.31-278,561.70 -4,297.35 413.08-278,672.12 -4,267.19 433.85-278,770.44 -4,240.27 454.62-278,858.52 -4,216.11 475.38-278,919.42 -4,199.65 496.15-278,937.15 -4,195.56 516.92-278,952.76 -4,191.97 537.69-278,966.58 -4,188.78 558.46-278,978.87 -4,185.95 579.23-278,989.86 -4,183.42 600.00


24PER LA COSTRUZIONE DIAGRAMMA TENSIONI TANGENZIALI

b S*yr S*yr_cls S*yr_b0

30 0 0 0 030 0 0 0 030 0 0 0 030 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 2975.71 0.87 0 2975.7130 3201.85 0.94 226.13 2975.7130 3385.46 0.99 409.75 2975.7130 3526.56 1.03 550.85 2975.7130 3625.14 1.06 649.43 2975.7130 3681.21 1.08 705.49 2975.7130 3694.75 1.08 719.04 2975.7130 3665.78 1.07 690.07 2975.7130 3594.3 1.05 618.58 2975.7130 3480.29 1.02 504.58 2975.7130 3323.77 0.97 348.06 2975.7130 3124.74 0.92 149.02 2975.7130 2883.18 0.85 -92.53 2975.7130 2599.11 0.76 -376.6 2975.7130 1125.12 0.33 -703.19 1828.3230 756.02 0.22 -1072.3 1828.3230 344.4 0.1 -1483.92 1828.32

0

Tau_xz_max 1.08

txz


y'

z'

y

z

G ypyp

zp

zp

Sezione RETTANGOLARE scala 1:5 (B = 30 cm, H = 50 cm)




Documents

Sezioni C.A. 7.0