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RCC Structures Design

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

Nil
75 kg/m²
150 kg/cm²
200 kg/m²

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RCC Structures Design
A flat slab is supported

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

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

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

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

15 cm²
17 cm²
16 cm²
14 cm²

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/30
WL²/15
WL²/90
WL²/60

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Capital
Supporting end of the column
Drop panel
Top of the column

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