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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Three times
Six times
Four times

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8
M = pb (c - a)/4
M = pb (b - a)²/8
M = pb (b + a)/8
M = pb (b - a)²/4

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

All listed here
Dowel splice
Hooked splice
Straight bar splice

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RCC Structures Design
The width of the flange of a T-beam should be less than

One-third of the effective span of the T-beam
Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab
Least of the above

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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

2.5
Less than 2
Less than 2.5
2

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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
5WR²/16
WR²/16
2WR²/16

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