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RCC Structures Design

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

0.6
0.9
0.8
0.7

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

15 %
20 %
10 %
25 %

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RCC Structures Design
In a cantilever retaining wall without a heel slab

All listed here
Width of the base slab is kept 0.7 time the total height of the wall
Thickness of the stem is kept same throughout
Base slab is made 10 cm thicker than the stem

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

Shrinkage stress
Load
All listed here
Temperature stress

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

25 cm
20 cm
30 cm
35 cm

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

100 kg/cm²
400 kg/cm²
300 kg/cm²
200 kg/cm²

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