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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

55°
25°
35°
45°

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20
15
25
10

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RCC Structures Design
The effective span of a simply supported slab, is

None of these
Clear span plus effective depth of the slab
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Distance between the centers of the bearings

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

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R - T
R + T
√(R² + T²)
T - R

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

3WR²/16
None of these
2WR²/16
WR²/16

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