Te Melji
1
1.50 5 60 X-X 0 -65 1 Ø10 l=1.00 2 Ø10 l=3.86 3 Ø10 l=3.78 1.50 5 60 Y-Y 0 -65 1 Ø10 l=1.00 2 Ø10 l=3.86 3 Ø10 l=3.78 1 Ø10 l=1.00 B500B 1.00 4 Pos. Reinforcement Shape Steel Number 2 Ø10 l=3.86 B500B 8 50 1.40 14 3 Ø10 l=3.78 B500B 8 48 1.38 14 2 13x10 3 13x10 75 75 60 30 60 1.50 75 75 60 30 60 1.50 Y X IND CODE Tel. Fax Foundation1...13 Level ±0,00 Number 1 Page 1/1 Max. aggregate diameter : 20mm Exposure class : mild Consistence : S1 Bottom cover 5 cm Side cover 5 cm View scale 1/33 Section scale 1/33 Concrete : M 30 = 1.35 m3 Steel : B500B = 68.4 kg
description
Reinforcing Of R.C.C Members (FOUND.)
Transcript of Te Melji
1.505
60
X-X0
-65
1 Ø10l=1.00 2 Ø10
l=3.863 Ø10l=3.78
1.50
560
Y-Y0
-65
1 Ø10l=1.00
2 Ø10l=3.86 3 Ø10
l=3.78
1 Ø10 l=1.00 B500B1.00 4
Pos. Reinforcement Shape Steel Number
2 Ø10 l=3.86 B500B8
50
1.40
14
3 Ø10 l=3.78 B500B848
1.38
14
2
13x1
0
3 13x10
75 7560 30 60
1.50
7575
6030
601.
50
Y
X
IND CODE
Tel. Fax
Foundation1...13Level ±0,00
Number 1 Page 1/1
Max. aggregate diameter : 20mmExposure class : mildConsistence : S1
Bottom cover 5 cmSide cover 5 cm
View scale 1/33Section scale 1/33
Concrete : M 30 = 1.35 m3 Steel : B500B = 68.4 kg
