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RCC Structures Design

RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

260 kg/cm²
230 kg/cm²
1400 kg/cm²
190 kg/cm²

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

75 kg/m²
150 kg/cm²
Nil
200 kg/m²

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

3 m
5 m
4 m
6 m

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

2h/3
h/2
h/3
h/4

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
8 mm
6 mm
10 mm

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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

51.5
52.5
54.5
53.5

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