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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
R + 2T = 60
R + 2T= 30
2R + T = 30

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

3 m
6 m
5 m
4 m

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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

Continuous beam
Cantilever beam
Simply supported beam
None of these

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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
Supports
Quarter span
Every section

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Is unsafe in shear
Is over safe in shear
Needs redesigning

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Three times
Four times
Six times
Five times

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