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