G 012po Projektu

download G 012po Projektu

If you can't read please download the document

description

PROR. AB GREDE

Transcript of G 012po Projektu

Tower - 3D Model Builder 6.0

Radimpex - www.radimpex.rsUlazni podaci - Konstrukcija

Koordinate vorovaNoX [m]Y [m]Z [m]10.00000.00000.000022.40000.00000.000034.80000.00000.0000

Tabela materijalaNoNaziv materijalaE[kN/m2][kN/m3]t[1/C]Em[kN/m2]m1Betoni MB 303.150e+70.2025.001.000e-53.150e+70.20

Setovi greda

Set: 1 Presjek: b/d=30/35, Fiktivna ekscentrinost

Mat.A1A2A3I1I2I3

1 - Betoni MB 301.050e-18.750e-28.750e-21.526e-37.875e-41.072e-3

Setovi tokastih leajeva

K,R1K,R2K,R3K,M1K,M2K,M311.000e+101.000e+101.000e+10

2

1.000e+10

Konture greda Set 1. b/d=30/35 Oslobaanje utjecaja

Novor Ivor Jvor Ivor JMOzn. pozicije

M1M2M3N1T2T3M1M2M3N1T2T3

113

Konture tokastih leajevavoroviSet112, 32Ulazni podaci - OptereenjeStatiki proraun

Greda 1-3EUROCODEC 20ra 400/500Kompletna shema optereenja

Presjek 1-1 x = 1.20m

Mjerodavna kombinacija za savijanje:1.35xI+0.75xII+0.90xIII+1.50xIVN1u =0.00

kNM2u =0.00

kNmM3u =7.25

kNm

Mjerodavna kombinacija za posmik:1.35xI+1.50xII+0.90xIII+1.05xIVT2u =6.15

kNT3u =0.00

kNM1u =0.00

kNm

b/a = -1.201/25.000 Aa1 =0.67

cm2Aa2 =0.00

cm2Aa3 =0.00

cm2Aa4 =0.00

cm2Aa,v =0.00

cm2/m (m=2)[Odabrano Aa,v = 8/20(m=2) = 2.51 cm2/m]

Presjek 2-2 x = 2.40m

Mjerodavna kombinacija za savijanje:1.35xI+0.75xII+0.90xIII+1.50xIVN1u =0.00

kNM2u =0.00

kNmM3u =-15.28

kNm

Mjerodavna kombinacija za posmik:1.35xI+0.75xII+0.90xIII+1.50xIVT2u =32.22

kNT3u =0.00

kNM1u =0.00

kNm

b/a = -1.923/25.000 Aa1 =0.00

cm2Aa2 =1.43

cm2Aa3 =0.00

cm2Aa4 =0.00

cm2Aa,v =1.63

cm2/m (m=2)[Odabrano Aa,v = 8/20(m=2) = 2.51 cm2/m]