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RCC Structures Design

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

50 cm
120 cm
100 cm
75 cm

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Octagonal
Square
Circular

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
20 kg/cm²
25 kg/cm²
10 kg/cm²

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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

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

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

24 mm diameter
36 mm diameter
18 mm diameter
30 mm diameter

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
40
50
30

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