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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
150 kg/cm²
75 kg/m²
200 kg/m²

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

3 m
6 m
4 m
5 m

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
12d
16d
8d

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Balanced section
All listed here
Critical section
Economic section

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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

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

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