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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

80 cm
124 cm
123 cm
120 cm

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

(m + c)/t = n/(d + n)
mc/t = n/(d - n)
mc/t = (d - n)/t
(t + c)/n = (d + n)/n

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

12 cm
6 cm
8 cm
4 cm

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8
M = pb (b - a)²/8
M = pb (b - a)²/4
M = pb (c - a)/4
M = pb (b + a)/8

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
40 cm
20 cm
30 cm

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL/8
WL²/24
WL²/16
WL²/47

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