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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Quarter span
Every section
Supports
Mid span

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

5 m
6 m
4 m
3 m

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
Twice the diameter of thinner bar
One diameter of thinner bar
None of these

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/47
WL²/24
WL/8
WL²/16

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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
3WR²/16
2WR²/16
WR²/16

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RCC Structures Design
On piles, the drop must be at least

124 cm
123 cm
80 cm
120 cm

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