Retaining wall (Cantilever)
Thickness of Stem at Top(mm)
Height of Stem(mm) above GL
Weight of Soil(kN/CuM)
Super imposed Load(kN/SqM)
Bearing Capacity(kN/SqM)
Angle of Repose(0)
Surcharge Angle(0)
Friction bet Soil-Conc
Concrete(N/Sq.mm)
M-15
M-20
M-25
M-30
M-35
M-40
M-45
M-50
Steel(N/Sq.mm)
Fe-250
Fe-415
Fe-500
Main rod dia- Stem(mm)
8
10
12
16
20
22
25
30
Distributor dia-Stem(mm)
6
8
10
12
Main rod dia- Base(mm)
8
10
12
16
20
22
25
30
Distributor dia-Base(mm)
6
8
10
12
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