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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry
All listed here
Is free from moisture
Is not cohesive

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

(π/4). (ft .d3/fb)
(π/4). (ft .d/fb)
π ft .d²/fb
ft .d/4fb

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

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

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

12 cm to 15 cm
6 cm to 7.5 cm
8 cm to 10 cm
10 cm to 12 cm

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column
0.25 times the span length
0.25 times the diameter of the column

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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

None of these
Cantilever beam
Continuous beam
Simply supported beam

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