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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

0.4
0.7
0.5
0.6

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - cos φ)/(1 + sin φ)
wh (1 - sin φ)/(1 + sin φ)
w (1 - cos φ)/h (1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Thrice the diameter
Five times the diameter
Twice the diameter
Four times the diameter

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

15
10
20
25

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

All of these
Higher bearing capacity
No restriction on length
No decay due to termites

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

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