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RCC Structures Design

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

Nil
200 kg/m²
150 kg/cm²
75 kg/m²

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

50
35
30
40

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

10 kg/cm²
25 kg/cm²
15 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 W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero
3WR²/16
WR²/16
2WR²/16

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
30 bar diameters
36 bar diameters
18 bar diameters

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