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RCC Structures Design

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

0.7
0.6
0.9
0.8

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 7
Less than 6
Equal to 6
Not less than 6

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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 ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam
Continuous beam
Simply supported beam
None of these

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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

40
45
35
30

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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