Answer / e.m.varman

mid

lap- moment zero

, end lap shear zero

Answer / p1bagul

Bcz to avoid laping on maxi BM and SF
(In bottom bar maxi BM at centre,
And in top bar maxi shear force at Edge )

Design a cantilever type retaining wall to retain sand for 4m above the ground. The sand fall slopes at the rate of 1 vertical to 2 horizontal. The weight of sand is 18000 N/m3, the angle of repose being 30. The safe bearing capacity of the soil is 200 kn/m2 at 1/25m below the ground level. Use m 15 concrete mix.

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