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RCC Structures Design

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

25 mm
10 mm
20 mm
15 mm

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum shear force
Maximum shear force
Minimum bending moment
Maximum bending moment

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
Least of the above
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam

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

10 kg/cm²
15 kg/cm²
20 kg/cm²
25 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 (a² - b²)/4a²bq
D = W (a - b)/4a²bq
D = W (a² - b²)/4abq
D = W (a² - b²)/8a²bq

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Triangular
Rectangular
Square
Trapezoidal

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