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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/30th of span
1/25th of span
1/20th of span
1/15th of span

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

10 %
20 %
15 %
25 %

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
10 mm
11 mm
15 mm

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.9
0.8
0.6
0.7

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

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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
58 d
38 d
28 d

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