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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.2
0.8
0.7
0.9

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RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Increased gradually towards the edge
Kept uniform throughout
Decreased gradually towards the edge

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
10 mm
15 mm
11 mm

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/20th of span
1/30th of span
1/25th of span

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

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