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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
40 %
20 %
10 %

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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

WL/8
WL²/16
WL²/24
WL²/47

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups and inclined bars
Is safe with stirrups
Needs revision of section
Is safe in shear

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RCC Structures Design
A ribbed slab is provided for

Acoustic insulation
Thermal insulation
A plain ceiling
All of these

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
15
20
25

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Not be uniform
Be zero at the centre of the foundation
Be uniform
Be more at the edges of the foundation

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