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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

45°
All listed here
30°
40°

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A key
A cut-off wall
A rib
All listed here

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

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

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains below the slab
Remains within the flange
None of these
Coincides the geometrical centre of the beam

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 40 mm or diameter
Greater of 40 mm or diameter
Greater of 25 mm or diameter
Smaller of 25 mm or diameter

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

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

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