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RCC Structures Design

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

200 kg/cm²
75 kg/m³
150 kg/m²
Nil

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A parabolic curve
A straight line
A circular curve
An elliptical curve

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
100 cm
75 cm
50 cm

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.2
0.7
0.8

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 40 mm or diameter
Smaller of 25 mm or diameter
Greater of 40 mm or diameter
Greater of 25 mm or diameter

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RCC Structures Design
An under-reinforced section means

Steel provided on one face only
Steel is provided at the underside only
Steel provided is insufficient
Steel will yield first

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