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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
6 legged
10 legged
12 legged

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RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
High carbon steel
Stainless
Mild steel

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

75 kg/m²
200 kg/m²
Nil
150 kg/cm²

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

10 %
20 %
50 %
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/100Q)
M/10√Q
M/100Q
√(M/Q)

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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

54.5
52.5
53.5
51.5

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