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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/3
h/4
h/2
2h/3

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

Ellipsoid
Paraboloid
None of these
Semi-hemisphere

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Thrice the diameter
Four times the diameter
Seven times the diameter
Twice the diameter

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Mid span
Quarter span
Every section
Supports

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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
Creep of concrete
Shrinkage of concrete
Elastic shortening of concrete

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam
None of these
Continuous beam
Simply supported beam

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