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RCC Structures Design

RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

8 mm
12 mm
6 mm
10 mm

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

50 %
40 %
10 %
20 %

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept uniform throughout
Increased gradually towards the edge
Kept zero at the edge
Decreased gradually towards the edge

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

75 kg/m³
200 kg/cm²
150 kg/m²
Nil

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

8.3 kg/cm²
21.5 kg/cm²
7.6 kg/cm²
21.5 kg/cm²

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine Grashoff formula
Rankine formula
Grashoff formula
Marcus formula

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