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RCC Structures Design

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

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

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 7
Equal to 6
Less than 6
Not less than 6

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻²
3.0 × 10⁻⁵
3.5 × 10⁻⁵
3.0 × 10⁻³

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl212
wl24
wl28
wl210

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Paraboloid
Ellipsoid
Semi-hemisphere

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Its own weight
Load of the surcharge, if any
All listed here
Weight of the soil above it

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