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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

150 kg/cm²
200 kg/m²
Nil
75 kg/m²

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

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

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

3 cm to 5 cm
5 cm to 8 cm
12 cm to 15 cm
8 cm to 10 cm

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/P
WL/3P
WL/2P
WL/4P

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

20 kg/cm²
15 kg/cm²
10 kg/cm²
25 kg/cm²

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

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

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