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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
7 mm
6 mm
5 mm

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
2R + T = 30
R + 2T = 60
2R + T = 60

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Twice the diameter
Five times the diameter
Four times the diameter
Thrice the diameter

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
All listed here
Temperature stress
Shrinkage stress

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

3WR²/16
None of these
WR²/16
2WR²/16

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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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