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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
40
50
30

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

20 %
50 %
40 %
10 %

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
25
20
10

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/2P
WL/P
WL/4P
WL/3P

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Maximum shear force
Minimum shear force
Minimum bending moment

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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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