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RCC Structures Design

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
Shrinkage stress
All listed here
Temperature stress

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

18 bar diameters
12 bar diameters
30 bar diameters
24 bar diameters

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

WR²/16
2WR²/16
None of these
3WR²/16

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

15 %
20 %
10 %
25 %

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the horizontal
None of these
With the vertical
With the perpendicular to the inclined plane of the soil

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

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