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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

48 d
58 d
28 d
38 d

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

3WR²/16
WR²/16
2WR²/16
Zero

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

30 cm
75 cm
40 cm
20 cm

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5
0.7
0.6
0.4

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

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

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Neutral axis of the beam
Tensile edge
Longitudinal central axis
Tensile reinforcement

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