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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

12 cm to 15 cm
6 cm to 7.5 cm
8 cm to 10 cm
10 cm to 12 cm

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 - x/l) + bw
All listed here
K/x (1 + x/d) + bw
Kx (1 + x/l) + bw

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of the maximum shear force
More loaded column
Less loaded column
A point of zero shear force

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

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

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

18 bar diameters
30 bar diameters
12 bar diameters
24 bar diameters

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

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