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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
30
35
25

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/4
WL/8
WL/2
WL/6

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

28 d
38 d
58 d
48 d

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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

Rectangular
Trapezoidal
Triangular
Square

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

8 mm
10 mm
6 mm
12 mm

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

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