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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.7
0.8
0.2

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

1
2
5
3

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

300 kg/cm²
100 kg/cm²
400 kg/cm²
200 kg/cm²

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

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

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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
8hp/l
8hl/p²
8hl/p

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

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

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