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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

28 d
48 d
58 d
38 d

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5
0.7
0.4
0.6

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

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.207 L
0.107 L
0.307 L
0.407 L

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/Sb
l = dt/2Sb
l = dt/4Sb
l = dt/3Sb

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

30°
45°
None of these
60°

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