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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
35°
55°
45°

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.307 L
0.407 L
0.107 L
0.207 L

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

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

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RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
All listed here
At the bottom edge of the slab
Below the slab

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

45°
30°
60°
None of these

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