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RCC Structures Design

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
All listed here
Shrinkage stress
Temperature stress

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/6
b/4
b/5
b/3

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RCC Structures Design
As the percentage of steel increases

Lever arm decreases
Lever arm increases
Depth of neutral axis decreases
Depth of neutral axis increases

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d
16d
8d
4d

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hp/l
8hl/p²
8hl/p

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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
Simply supported beam
Continuous beam

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