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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

7.5
0.87
8.5
5.8

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

4,120 kg
None of these
412,000 kg
41,200 kg

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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

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

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/Q)
M/100Q
√(M/100Q)
M/10√Q

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Five times
Three times
Four times
Two times

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

20 %
50 %
40 %
10 %

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