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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

35
40
25
30

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

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

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
6 legged
10 legged
12 legged

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RCC Structures Design
A very comfortable type of stairs is

Open newel
Dog legged
Straight
Geometrical

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/2(1 + sin φ)]
wh [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/3(1 + sin φ)]
wh² [(1 - sin φ)/(1 + sin φ)]

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

25 %
15 %
10 %
20 %

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