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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
40 cm
30 cm
75 cm

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Quarter span
Supports
Every section
Mid span

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

1
0.15 %
4 %
6

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RCC Structures Design
The advantage of reinforced concrete, is due to

Monolithic character
All listed here
Fire-resisting and durability
Economy because of less maintenance cost

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

16d
8d
12d
4d

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
12
10
8

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