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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.18 %
0.12 %
0.15 %

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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

8hl/p
8hl/p²
8hp/l
8hp/l²

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

40 %
10 %
20 %
50 %

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

28 d
38 d
48 d
58 d

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

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

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RCC Structures Design
A foundation is called shallow if its depth, is

Three-fourth of its width
Equal to its width
One-fourth of its width
Half of its width

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