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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Four times
Six times
Three times
Five times

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + half clear distance between ribs
Least of the above
Breadth of the rib + four times thickness of the slab
One-sixth of the effective span

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

3WR²/16
5WR²/16
2WR²/16
WR²/16

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
25
30
35

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
12 mm
16 mm
10 mm

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P cos θ
W - P cos θ
W - 2P sin θ
W - P sin θ

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