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RCC Structures Design

RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.25
0.7
0.5

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

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RCC Structures Design
The width of the flange of a T-beam should be less than

Least of the above
One-third of the effective span of the T-beam
Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
12 mm
6 mm
22 mm

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/4a²bq
D = W (a² - b²)/4abq
D = W (a² - b²)/8a²bq
D = W (a - b)/4a²bq

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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

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

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