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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

150 KN/mm²
275 KN/mm²
200 KN/mm²
250 KN/mm²

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/3) (1 - 5/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/2) (1 - 3/qmax)

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

All listed here
Temperature stress
Load
Shrinkage stress

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
6 mm
8 mm
10 mm

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
10
8
12

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RCC Structures Design
A foundation is called shallow if its depth, is

Equal to its width
Half of its width
Three-fourth of its width
One-fourth of its width

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