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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3 diameters
3.5 diameters
One diameter
2.5 diameters

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
All listed here
Is dry
Is free from moisture

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The ratio of spans in two directions is less than 2
The slab is discontinuous at edges
It supports live loads in both directions
The slab is continuous over two supports

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/4th of the span
1/7th of the span
1/6th of the span
1/5th of the span

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

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

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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/10√Q
√(M/100Q)
M/100Q
√(M/Q)

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