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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

30°
All listed here
40°
45°

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

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

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r⁴) M
(5/6) (r/1 + r²) M
(5/6) (r²/1 + r²) M
(5/6) (r²/1 + r³) M

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.0 m
4.5 m
4.7 m
4.1 m

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile edge
Longitudinal central axis
Neutral axis of the beam
Tensile reinforcement

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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
38 d
28 d
48 d

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