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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
Nil
150 kg/cm²
75 kg/m²

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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

WL²/24
WL²/16
WL/8
WL²/47

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 7
Not less than 6
Less than 6
Equal to 6

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

All of the listed here
Flange has adequate reinforcement transverse to beam
It is effectively bonded together with the beam
It is built integrally with the beam

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w (R + T)/T
w (R/T)
w √(R + T)/T
w √(R² + T²)/T

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

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

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