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RCC Structures Design

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Three times
Four times
Two times
Five times

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RCC Structures Design
Post tensioning system

Is not economical and hence not generally used
Is economical for large spans and is adopted now a days
None of these
Was widely used in earlier days

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
As the percentage of steel increases

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

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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
24 bar diameters
30 bar diameters

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

54.5
52.5
51.5
53.5

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