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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

2
1
5
3

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Is unsafe in shear
Is over safe in shear
Needs redesigning

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8
M = pb (b + a)/8
M = pb (b - a)²/8
M = pb (c - a)/4
M = pb (b - a)²/4

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
20 kg/cm²
15 kg/cm²
25 kg/cm²

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support
Mid span
Free end
Fixed end

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