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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
All listed here
30°
45°

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

20 kg/cm²
15 kg/cm²
10 kg/cm²
25 kg/cm²

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Twice the diameter
Thrice the diameter
Four times the diameter

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.2
0.9
0.7

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RCC Structures Design
A flat slab is supported

On beams
On columns monolithically built with slab
On columns
On beams and columns

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

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