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RCC Structures Design

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

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

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/3Sb
l = dt/4Sb
l = dt/Sb
l = dt/2Sb

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RCC Structures Design
The width of the flange of a T-beam should be less than

One-third of the effective span of the T-beam
Least of the above
Breadth of the rib plus twelve times the thickness of the slab
Distance between the centers of T-beam

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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

WL²/24
WL²/47
WL/8
WL²/16

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

40 cm
30 cm
75 cm
20 cm

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Four times the diameter
Thrice the diameter
Twice the diameter

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