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RCC Structures Design

RCC Structures Design
The live load to be considered for an accessible roof, is

150 kg/m²
75 kg/m³
Nil
200 kg/cm²

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.8
0.2
0.9

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

35
30
40
50

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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
Four times the diameter
Five times the diameter
Thrice the diameter

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 3/qmax)
(L/2) (1 - 2/qmax)
(L/2) (1 - 5/qmax)
(L/3) (1 - 5/qmax)

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

10 mm
15 mm
25 mm
20 mm

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