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Design a cantilever slab to carry a live load of 2000 N/m2.
The overhang of the slab is 1.20m.
b) A slab over a room is 4.75m x 4.75m. The edges of the
slab are simply supported and the corners are not held
down. The live load an the slab is 300 Kg/m2. The slab has
a bearing of 15cm. On the supporting walls. Design the slab
as per Rankine - Grashoff theory. Assume weight of R.C.C. =
2400 Kg/m2.
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