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RCC Structures Design

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

200 kg/cm²
150 kg/m²
75 kg/m³
Nil

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 2800/3C
m = 1400/3C
m = 700/3C
m = 3500/3C

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

Less loaded column
More loaded column
A point of zero shear force
A point of the maximum shear force

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

30
35
25
40

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the horizontal
None of these
With the vertical
With the perpendicular to the inclined plane of the soil

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RCC Structures Design
An under-reinforced section means

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

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