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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
30
50
40

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

15 kg/cm²
10 kg/cm²
5 kg/cm²
20 kg/cm²

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

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

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

16 mm
10 mm
12 mm
14 mm

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Economic section
Over reinforced section
Under-reinforced section
Critical section

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

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