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RCC Structures Design

RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/6th of the span
1/4th of the span
1/5th of the span
1/7th of the span

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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

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

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.07775 aP
D = 0.0775 aP
D = 0.00775 aP
D = 0.775 Pa

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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

Square
Triangular
Rectangular
Trapezoidal

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RCC Structures Design
On piles, the drop must be at least

120 cm
80 cm
124 cm
123 cm

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

12 mm
6 mm
20 mm
22 mm

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