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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
16
8
10

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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
A foundation is called shallow if its depth, is

Half of its width
Three-fourth of its width
Equal to its width
One-fourth of its width

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/3(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]
wh² [(1 - sin φ)/(1 + sin φ)]
wh [(1 - sin φ)/(1 + sin φ)]

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

3WR²/16
2WR²/16
5WR²/16
WR²/16

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
Semi-hemisphere
Paraboloid
None of these

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