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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

50
40
30
35

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/12th of the span
1/8th of the span
1/10th of the span
1/16th of the span

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

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

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
25 kg/cm²
20 kg/cm²
15 kg/cm²

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T = 60
2R + T = 30
R + 2T= 30
2R + T = 60

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
25 mm
20 mm
10 mm

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