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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.6
0.4
0.5

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

8d
4d
12d
16d

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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
Square
Trapezoidal
Rectangular

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b - a)²/4
M = pb (b + a)/8
M = pb (b - a)²/8

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
15 mm
12 mm
10 mm

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Three times
Four times
Five times

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