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RCC Structures Design

RCC Structures Design
A foundation rests on

Foundation soil
Both B and C
Sub-grade
Base of the foundation

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

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

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RCC Structures Design
On piles, the drop must be at least

123 cm
120 cm
124 cm
80 cm

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

40 cm
39 cm
37 cm
38 cm

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

2h/3
h/3
h/4
h/2

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RCC Structures Design
The number of treads in a flight is equal to

Risers minus one
Risers plus one
Risers in the flight
None of these

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