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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
50
45
55

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.9
0.8
0.6
0.7

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Twice the diameter
Seven times the diameter
Four times the diameter
Thrice the diameter

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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
48 d
58 d
38 d

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RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
200 kg/cm²
Nil
150 kg/m²

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel will yield first
Steel provided is insufficient
Steel provided on one face only

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