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RCC Structures Design

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

wl210
wl24
wl28
wl212

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

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

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

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.07775 aP
D = 0.775 Pa
D = 0.0775 aP
D = 0.00775 aP

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Twice the diameter
Five times the diameter
Thrice the diameter
Four times the diameter

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

20 %
25 %
10 %
15 %

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