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