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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
25
20
15

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Semi-hemisphere
Ellipsoid
Paraboloid
None of these

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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
30 cm
75 cm
40 cm

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RCC Structures Design
The load stress of a section can be reduced by

Decreasing the lever arm
Replacing smaller bars by greater number of greater bars
Increasing the total perimeter of bars
Replacing larger bars by greater number of small bars

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

150 kg/m²
200 kg/cm²
75 kg/m³
Nil

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

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

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