POZ-106 Bez Otvora, Rob.
1
V1 P1 V2 40 600 40 12x13 16x18 12x13 -37 -35 0.0 6 474 -37 0.0 169 A B 7 2Ø20 l=345 7 2Ø20 l=345 3 5Ø20 l=674 4 3Ø20 l=588 6 2Ø12 l=634 2 1Ø12 l=263 1 5Ø12 l=674 A-A 50 40 1 12 Ø 5 l=674 3 20 Ø 5 l=674 4 20 Ø 3 l=588 5 10 Ø 39 l=172 6 12 Ø 2 l=634 7 20 Ø 2 l=345 B-B 50 40 1 12 Ø 5 l=674 2 12 Ø 1 l=263 3 20 Ø 5 l=674 4 20 Ø 3 l=588 5 10 Ø 39 l=172 6 12 Ø 2 l=634 1 5Ø12 l=674 00 B500B 674 Pos. ReinforcementCode Shape Steel 2 1Ø12 l=263 00 B500B 263 3 5Ø20 l=674 00 B500B 674 4 3Ø20 l=588 00 B500B 588 5 39Ø10 l=172 31 B500B 13 44 34 6 2Ø12 l=634 00 B500B 634 7 2Ø20 l=345 21 B500B 28 162 Tel. Fax Concrete : C25/30 = 1.36 m3 Steel B500B = 176 kg Steel B500B = 52.5 kg Exposure class : XC1 Max. aggregate diameter : 20mm Structure class : S3 Standard Level GREDE POZ-106 sve puno : P1 Number 1 Section 40x50 Formwork = 9.6 m2 Bottom cover 3 cm Top cover 3 cm Side cover 3 cm Density (unit weight) = 167.6 kg/ m3 Average diameter = 13.9mm View scale 1/50 Section scale 1/50 Page 1/1
description
PLAN ARM. AB GREDE
Transcript of POZ-106 Bez Otvora, Rob.
V1 P1 V2
40 600 40
12x13
16x18
12x13
-37
-35
0.06 474
-37
0.0
169
A B
7 2Ø20l=345 7 2Ø20
l=3453 5Ø20l=674 4 3Ø20
l=588
6 2Ø12l=6342 1Ø12
l=2631 5Ø12l=674
A-A
50
40
112Ø5l=674
320Ø5l=674
420Ø3l=588
510Ø39l=172
612Ø2l=634
720Ø2l=345
B-B
50
40
112Ø5l=674
212Ø1l=263
320Ø5l=674
420Ø3l=588
510Ø39l=172
612Ø2l=634
1 5Ø12 l=674 00 B500B674
Pos. ReinforcementCode Shape Steel
2 1Ø12 l=263 00 B500B263
3 5Ø20 l=674 00 B500B674
4 3Ø20 l=588 00 B500B588
5 39Ø10 l=172 31 B500B13
44
34
6 2Ø12 l=634 00 B500B634
7 2Ø20 l=345 21 B500B28
162
Tel. Fax
Concrete : C25/30 = 1.36 m3
Steel B500B = 176 kg
Steel B500B = 52.5 kgExposure class : XC1 Max. aggregate diameter : 20mm Structure class : S3
Standard LevelGREDE
POZ-106 sve puno : P1 Number 1
Section 40x50
Formwork = 9.6 m2 Bottom cover 3 cm Top cover 3 cm
Side cover 3 cm
Density (unit weight) = 167.6 kg/ m3
Average diameter = 13.9mm
View scale 1/50
Section scale 1/50 Page 1/1
