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RCC Structures Design

RCC Structures Design
Piles are usually driven by

Single acting steam hammer
Drop hammer
Diesel operated hammer
All listed here

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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

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

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

14 cm²
17 cm²
16 cm²
15 cm²

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

36 bar diameters
24 bar diameters
18 bar diameters
30 bar diameters

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 700/3C
m = 3500/3C
m = 2800/3C
m = 1400/3C

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 + x/l) + bw
All listed here
K/x (1 + x/d) + bw
Kx (1 - x/l) + bw

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