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RCC Structures Design

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

1
4 %
6
0.15 %

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RCC Structures Design
The minimum thickness of a flat slab is taken

All listed here
L/36 for end panels without drops
L/36 for interior panels without drop
L/32 for end panels without drops

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

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

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end
Mid span
Free end
Mid span and fixed support

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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
28 d
38 d
48 d

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

4.0 cm larger than the diameter of the column
0.25 times the span length
5.0 cm larger than the diameter of the column
0.25 times the diameter of the column

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