Number
1
l=7.87
00
21
3
l=1.74
31
57
5
27
l=9.00
7.89
57
2
7.87
T
2
T
2
T
21
0.0
Steel
-28
Pos. Reinforcement Code Shape
A
2
1
P1
V2
0.0
-28
V1
B
20x37
30
Tel.
7.32
30
Fax
analysis
Number 1
Section scale 1/50
Concrete CONCR = 1.72e+09 mm3
Bottom cover 30 mm
Top cover 30 mm
Side cover 30 mm
Page 1/1
View scale 1/50
Steel T = 42.8 kg
Steel T = 8.12 kg
3
1
10 30 10
2
B-B
40 20
60
Beam193 : P1
Max. aggregate diameter : 20mm
Exposure class : mild
Consistence : S1
A-A
40 20
60
2
3
1
10 30 10