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RCC Structures Design

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

50
30
40
56

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w (R + T)/T
w √(R + T)/T
w √(R² + T²)/T
w (R/T)

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RCC Structures Design
The load stress of a section can be reduced by

Replacing larger bars by greater number of small bars
Replacing smaller bars by greater number of greater bars
Decreasing the lever arm
Increasing the total perimeter of bars

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]
wh² [(1 - sin φ)/3(1 + sin φ)]

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

30 bar diameters
36 bar diameters
24 bar diameters
18 bar diameters

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

35
50
30
40

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