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RCC Structures Design

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

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

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Paraboloid
Ellipsoid
Semi-hemisphere

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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

WL²/90
WL²/15
WL²/60
WL²/30

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 3/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/2) (1 - 5/qmax)

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
2
Less than 2
2.5

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete only
High strength concrete and high tensile steel
Low strength concrete but high tensile steel

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