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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
30
40
35

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

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

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the vertical
With the horizontal
None of these
With the perpendicular to the inclined plane of the soil

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

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

8
10
12
16

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

8 mm
12 mm
6 mm
10 mm

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