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RCC Structures Design

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

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

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RCC Structures Design
A very comfortable type of stairs is

Open newel
Straight
Dog legged
Geometrical

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

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

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

Breadth of the rib + half clear distance between ribs
Breadth of the rib + four times thickness of the slab
One-sixth of the effective span
Least of the above

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(1 - C) mf + eE
(1 - C) mf - eE
(C - 1) mf - eE
(C - 1) mf + eE

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Distance between the centers of the bearings

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