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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

48 d
58 d
28 d
38 d

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

16d
12d
4d
8d

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.4 H
0.7 H
0.3 H
0.5 H

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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)/4] h
[(p₁ - p₂)/2] h

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/30
WL²/90
WL²/60
WL²/15

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the vertical
None of these
With the perpendicular to the inclined plane of the soil
With the horizontal

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