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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams and columns
On beams
On columns monolithically built with slab
On columns

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
One diameter of thinner bar
Twice the diameter of thinner bar
None of these

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

40 cm
20 cm
75 cm
30 cm

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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
A pre-cast pile generally used, is

Square
Octagonal
Square with corners chamfered
Circular

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ + p₂)/4] h
[(p₁ - p₂)/2] h
[(p₁ + p₂)/2] h
(p₁ - p₂) ⅔h

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