If you can't read please download the document
Upload
veselin-kekic
View
74
Download
3
Embed Size (px)
Citation preview
Ulazni podaci - Konstrukcija
Sema nivoaNaziv 2 z [m] 2.38 h [m] 2.38 1 0.00
Tabela materijalaNo 1 Naziv materijala Betoni MB 30 E[kN/m2] 3.150e+7
0.20
[kN/m3] 25.00
t[1/C] 1.000e-5
Em[kN/m2] 3.150e+7
m 0.20
Setovi plocaNo d[m] 0.200 e[m] 0.100 Materijal 1 Tip proracuna Tanka ploca Ortotropija Izotropna E2[kN/m2] G[kN/m2]
1
4.20
1.20
0 0 1
Ravan: Krak
Nivo: 2 [2.38 m]
1
4.20
1
1.20
1.20
0 0 1
0
Nivo: 1 [0.00 m]
Pogled: Krak
S
taticki proracun Dimenzionisanje (beton)
Merodavno opterecenje: Kompletna sema PBAB 87, MB 30, RA 400/500, a=2.00 cm
Aa - d.zona [cm2/m] 0.00 3.02 6.03
1
1.20
0
Pogled: Krak Aa - d.zona - max Aa,d= 6.02 cm2/m Usvojena armatura PBAB 87, MB 30, RA 400/500, a=2.00 cm
Aa - d.zona [cm2/m] 0.00 3.02 6.03
1
0) 15(= 1 2/ ( =90) / 20 8
1.20
0
Pogled: Krak Aa - d.zona Opt. 3: 1.6xI+1.8xII
1
41.44
0.95
0.95
29.87
35.66
18.30
35.66
29.87
18.30
6.73
0.95
6.73
1.20 0.95
41.44 0
Pogled: Krak Uticaji u ploci: max Mx= 41.44 / min Mx= 0.95 kNm/m
Opt. 3: 1.6xI+1.8xII
1
-0.02
-0.02
1.12
0.560.380.38
1.12
0.75
1.20 1.12 1.12
-0.02 00.00
0.38
1 0.
9
-0.02
Pogled: Krak Uticaji u ploci: max My= 1.12 / min My= -0.02 kNm/m