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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

8.5
0.87
5.8
7.5

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

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

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/5th of the span
1/7th of the span
1/6th of the span
1/4th of the span

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2500 kg/m³
2200 kg/m³
2300 kg/m³

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

Nil
75 kg/m³
200 kg/cm²
150 kg/m²

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = (d - n)/n
mc/t = n/(d - n)
t/mc = (d - n)/n
t/mc = (d + n)/n

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