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

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

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

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Drop panel
Supporting end of the column
Capital
Top of the column

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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

WL²/47
WL²/24
WL²/16
WL/8

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

All of these
Distribute the load
Resist the temperature stresses
Resist the shrinkage stress

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/2
WL/4
WL/8
WL/6

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