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RCC Structures Design

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

75 kg/m²
150 kg/cm²
200 kg/m²
Nil

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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
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

5 kg/cm²
10 kg/cm²
15 kg/cm²
20 kg/cm²

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

C.L. standard system
Freyssinet system
Lee-McCall system
Magnel-Blaton system

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻³
3.0 × 10⁻⁵
3.0 × 10⁻²
3.5 × 10⁻⁵

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
15 kg/cm²
10 kg/cm²
20 kg/cm²

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