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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
10 %
40 %
20 %

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the centre edge of column
Half the distance of projection
0.1 L from the outer edge of column
One-fourth the distance of projection

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P sin θ
W - P sin θ
W - P cos θ
W - 2P cos θ

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.2
0.8
0.9

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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
38 d
28 d
58 d

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

30
25
35
20

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