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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
1
5
2

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 - x/l) + bw
Kx (1 + x/l) + bw
K/x (1 + x/d) + bw
All listed here

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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
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
Less than 2.5
2.5
Less than 2

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

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel

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