Clear span = 4.5m
Span Dimention = 4.5 x 9.45m,
Concrete wall thickness = 0.25m,
Slab Thickness = 0.2m,
Grade of Concrete (Fck) = M30
Grade of Steel Fe 500,
Design Code: IS 456
|
Pressure Load: (Activation of Blast Load) 100KN
|
Maximum Displacement = 1.008mm
Figure 13
|
Clear span = 2.44m
Wall thickness = 0.25m
Fck = 30KN/m2
Fy = 500KN/m2
Solutiuon
Dimention of slab = 2.44m x 4.60m Span thickness 0.15m.
Design Code: IS 456
|
Pressure Load (activation of blast) = 120KN
|
Maximum Displacement= 4.5mm,
Figure 14
|