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RCC Structures Design

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

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

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight below centroidal axis
Straight above centroidal axis
Parabolic with convexity upward
Parabolic with convexity downward

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

Half the distance of projection
0.1 L from the centre edge of column
0.1 L from the outer edge of column
One-fourth the distance of projection

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RCC Structures Design
A ribbed slab is provided for

A plain ceiling
Acoustic insulation
All of these
Thermal insulation

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RCC Structures Design
The effective span of a simply supported slab, is

Distance between the centers of the bearings
Clear span plus effective depth of the slab
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

150 kg/cm²
350 kg/cm²
250 kg/cm²
50 kg/cm²

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