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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
6 mm
12 mm
10 mm

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
2.5
Less than 2.5
Less than 2

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

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

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

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/3C
2800/C
2800/C²
2300/2C

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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

None of these
WR²/16
3WR²/16
2WR²/16

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