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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
56
30
40

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

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

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

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

One-fourth the distance of projection
Half the distance of projection
0.1 L from the centre edge of column
0.1 L from the outer edge of column

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

5 mm
4 mm
7 mm
6 mm

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 7
Less than 6
Not less than 6
Equal to 6

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