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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3 diameters
2.5 diameters
3.5 diameters
One diameter

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

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

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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.

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

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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/l²
8hl/p²
8hl/p
8hp/l

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

30 bar diameters
36 bar diameters
18 bar diameters
24 bar diameters

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

All listed here
Is dry
Is free from moisture
Is not cohesive

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