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RCC Structures Design

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
The maximum area of tension reinforcement in beams shall not exceed

1
4 %
0.15 %
6

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

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

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 25 mm or diameter
Greater of 25 mm or diameter
Smaller of 40 mm or diameter
Greater of 40 mm or diameter

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

11 mm
10 mm
15 mm
12 mm

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete only
High strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel

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