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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
1
6
4 %

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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/10√Q
M/100Q
√(M/100Q)

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/16
WL²/24
WL/8
WL²/47

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2300/2C
2800/C²
2800/3C
2800/C

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
50 cm
120 cm
100 cm

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RCC Structures Design
A foundation rests on

Both B and C
Base of the foundation
Sub-grade
Foundation soil

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