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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/100Q)
√(M/Q)
M/10√Q
M/100Q

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

15 %
20 %
10 %
25 %

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Moment of the beam section about its neutral axis
Area of the section
Distance of the C.G. of the area from its neutral axis
Shear force

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

mc/t = n/(d - n)
mc/t = (d - n)/t
(t + c)/n = (d + n)/n
(m + c)/t = n/(d + n)

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RCC Structures Design
The weight of a foundation is assumed as

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

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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
25
20

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