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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
10 cm to 12 cm
8 cm to 10 cm
12 cm to 15 cm

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(r - m)/m] d
[m/(m + r)] d
[(m + r)/m] d
[m/(m - r)] d

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
50 cm
100 cm
120 cm

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

40
30
35
25

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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
0.6
0.8
0.7

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

53.5
51.5
52.5
54.5

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