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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

30
40
35
50

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

5 cm to 8 cm
12 cm to 15 cm
3 cm to 5 cm
8 cm to 10 cm

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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/Q)
√(M/100Q)

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

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RCC Structures Design
The number of treads in a flight is equal to

None of these
Risers minus one
Risers in the flight
Risers plus one

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

0.25
0.75
0.7
0.5

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