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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
30 cm
40 cm
75 cm

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

200 cm
100 cm
150 cm
300 cm

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

10 %
40 %
50 %
20 %

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
50 cm
75 cm
100 cm

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A circular curve
A parabolic curve
A straight line
An elliptical curve

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

15
10
20
25

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