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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
2R + T = 60
R + 2T = 60
2R + T = 30

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

20 %
10 %
25 %
15 %

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/15
WL²/90
WL²/60
WL²/30

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

2.0 times the average
1.75 times the average
1.50 times the average
1.25 times the average

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/8th of the span
1/12th of the span
1/16th of the span
1/10th of the span

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p
8hl/p²
8hp/l
8hp/l²

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