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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

50
56
30
40

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/Q)
M/10√Q
√(M/100Q)
M/100Q

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.1 m
4.7 m
4.5 m
4.0 m

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
2.5 diameters
3 diameters
One diameter

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Four times
Three times
Five times
Two times

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 a²
D = 0.0775 a
D = 0.775 √a
D = 0.775 a

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