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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
75 kg/m²
150 kg/cm²
Nil

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One fourth of the width of the steam at the bottom
One half of the width of the stem at the bottom
Width of the stem at the bottom
One-third of the width of the stem at the bottom

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Column head
Capital
Drop panel
None of these

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R² + T²)/T
w √(R + T)/T
w (R + T)/T
w (R/T)

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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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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 6
Equal to 7
Less than 6
Not less than 6

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