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RCC Structures Design

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/10√Q
M/100Q
√(M/Q)
√(M/100Q)

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is effectively bonded together with the beam
Flange has adequate reinforcement transverse to beam
All of the listed here
It is built integrally with the beam

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

All listed here
Shrinkage stress
Temperature stress
Load

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.0 m
4.7 m
4.5 m
4.1 m

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

30 mm diameter
24 mm diameter
36 mm diameter
18 mm diameter

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

40 %
50 %
10 %
20 %

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