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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/10√Q
M/100Q
√(M/Q)

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 1400/3C
m = 700/3C
m = 2800/3C
m = 3500/3C

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

WR²/16
3WR²/16
2WR²/16
Zero

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RCC Structures Design
An under-reinforced section means

Steel provided is insufficient
Steel will yield first
Steel is provided at the underside only
Steel provided on one face only

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

WR²/16
None of these
2WR²/16
3WR²/16

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RCC Structures Design
A pre-stressed concrete member

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

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