Post on 10-Jul-2016
description
V1 P1 V2
40 600 40
2x5
14x10
15x20
14x10
2x5
-37
0.0
-37
0.0
39
471
A B
2 5Ø20l=674
5 2Ø12l=6341 2*5Ø12
l=166 1 2*5Ø12l=1663 2Ø12
l=522
A-A
50
40
112Ø2*5l=166
220Ø5l=674
312Ø2l=522
512Ø2l=634
B-B
50
40
220Ø5l=674
312Ø2l=522
48Ø46l=169
512Ø2l=634
1 2*5Ø12 l=166 00 B500B166
Pos. ReinforcementCode Shape Steel
2 5Ø20 l=674 00 B500B674
3 2Ø12 l=522 00 B500B522
4 46Ø8 l=169 31 B500B10
44
34
5 2Ø12 l=634 00 B500B634
Tel. Fax
Concrete : C25/30 = 1.36 m3
Steel B500B = 107 kg
Steel B500B = 41.8 kgExposure class : XC1 Max. aggregate diameter : 20mm Structure class : S3
Standard LevelGREDE
POZ-106 sa otvorima : P1Number 1
Section 40x50
Formwork = 9.6 m2 Bottom cover 3 cm Top cover 3 cm
Side cover 3 cm
Density (unit weight) = 109.6 kg/ m3
Average diameter = 11.7mm
View scale 1/50
Section scale 1/50 Page 1/1