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RCC Structures Design

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
38 d
28 d
48 d

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Rectangular columns is 4
All listed here
Circular columns is 6
Octagonal columns is 8

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer
Drop hammer
All listed here
Single acting steam hammer

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.2
0.7
0.9
0.8

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(1 - C) mf - eE
(1 - C) mf + eE
(C - 1) mf + eE
(C - 1) mf - eE

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Creep of concrete
All of the listed here
Elastic shortening of concrete
Shrinkage of concrete

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