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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

40 cm
20 cm
30 cm
75 cm

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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

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

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RCC Structures Design
The effective span of a simply supported slab, is

Clear distance between the inner faces of the walls plus twice the thickness of the wall
Distance between the centers of the bearings
None of these
Clear span plus effective depth of the slab

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l
8hl/p
8hp/l²
8hl/p²

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis increases
Lever arm increases
Depth of neutral axis decreases
Lever arm decreases

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

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

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