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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry
All listed here
Is free from moisture
Is not cohesive

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

7.5
8.5
0.87
5.8

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P cos θ
W - P cos θ
W - P sin θ
W - 2P sin θ

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

200 kg/m²
75 kg/m²
150 kg/cm²
Nil

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w (R + T)/T
w (R/T)
w √(R + T)/T
w √(R² + T²)/T

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

30 mm diameter
18 mm diameter
24 mm diameter
36 mm diameter

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