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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

30 cm
20 cm
75 cm
40 cm

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

π ft .d²/fb
ft .d/4fb
(π/4). (ft .d/fb)
(π/4). (ft .d3/fb)

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

12 mm
16 mm
10 mm
14 mm

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

100 cm
50 cm
120 cm
75 cm

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 3500/3C
m = 1400/3C
m = 700/3C
m = 2800/3C

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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

Trapezoidal
Triangular
Square
Rectangular

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