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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
35
40
50

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times
Three times
Two times
Four times

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

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

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

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2200 kg/m³
2500 kg/m³
2300 kg/m³
2400 kg/m³

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Decreased towards the centre of the beam
Increased at the centre of the beam
Kept constant throughout the length

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