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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
3 cm to 5 cm
5 cm to 8 cm
8 cm to 10 cm

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

25 cm
30 cm
20 cm
35 cm

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RCC Structures Design
On piles, the drop must be at least

80 cm
124 cm
123 cm
120 cm

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

36 bar diameters
24 bar diameters
30 bar diameters
18 bar diameters

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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
Simply supported beam
None of these
Continuous beam

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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/10√Q
M/100Q
√(M/Q)
√(M/100Q)

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