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RCC Structures Design

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

56
40
30
50

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

None of these
Continuous beam
Simply supported beam
Cantilever beam

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
8 mm
6 mm
10 mm

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

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

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

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups and inclined bars
Needs revision of section
Is safe with stirrups
Is safe in shear

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