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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

150 KN/mm²
275 KN/mm²
250 KN/mm²
200 KN/mm²

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

All listed here
Octagonal columns is 8
Rectangular columns is 4
Circular columns is 6

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Four times
Three times
Five times

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/2 to 3/4 of rib depth
1/3 to 2/3 of rib depth
1/7 to 1/3 of rib depth
1/3 to 1/2 of rib depth

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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

WL²/16
WL²/47
WL²/24
WL/8

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Is safe in shear
Needs revision of section
Is safe with stirrups and inclined bars

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