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RCC Structures Design

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

25
15
20
10

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

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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

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

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight
Tread
Winder
Rise

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/100Q
M/10√Q
√(M/100Q)
√(M/Q)

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RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

(wx/wy) = (ly/lx)²
(wx/wy) = (ly/lx)⁴
(wx/wy) = (ly/lx)
None of these

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