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RCC Structures Design

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

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

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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

58 d
48 d
38 d
28 d

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

35
30
45
40

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.7
0.75
0.5
0.25

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

150 kg/cm²
75 kg/m²
Nil
200 kg/m²

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

More loaded column
A point of the maximum shear force
Less loaded column
A point of zero shear force

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