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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
5% of wall weight
7% of wall weight
10% of wall weight

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Needs revision of the section
Is safe with stirrups and inclined members
Is safe with stirrups
Safe in shear

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Simply supported beam
None of these
Cantilever beam
Continuous beam

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

16 mm
14 mm
10 mm
12 mm

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RCC Structures Design
A pre-stressed concrete member

Is made of concrete
Possesses internal stresses
Is stressed after casting
Is made of reinforced concrete

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A rib
All listed here
A cut-off wall
A key

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