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RCC Structures Design

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

30
50
35
40

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

200 kg/cm²
Nil
75 kg/m³
150 kg/m²

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support
Fixed end
Free end
Mid span

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
40 cm
30 cm
75 cm

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

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

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

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

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