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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2500 kg/m³
2400 kg/m³
2300 kg/m³
2200 kg/m³

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Twice the diameter
Thrice the diameter
Five times the diameter
Four times the diameter

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

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

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

52.5
54.5
51.5
53.5

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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
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

30 mm diameter
18 mm diameter
24 mm diameter
36 mm diameter

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