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RCC Structures Design

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

Three times
Six times
Five times
Four times

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RCC Structures Design
Post tensioning system

Is not economical and hence not generally used
Was widely used in earlier days
None of these
Is economical for large spans and is adopted now a days

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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
If T and R are tread and rise respectively of a stair, then

2R + T = 60
R + 2T = 60
R + 2T= 30
2R + T = 30

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.696 %
0.496 %
0.596 %
0.796 %

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

400 kg/cm²
100 kg/cm²
300 kg/cm²
200 kg/cm²

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