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RCC Structures Design

RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Square
Rectangular
Triangular
Trapezoidal

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

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the centre of the beam
Increased at the ends
Decreased towards the centre of the beam
Kept constant throughout the length

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RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°
25°
55°
35°

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
Less than 2
2.5
2

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