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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
30
40
50

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

25
10
15
20

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/P
WL/4P
WL/3P
WL/2P

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - P sin θ
W - P cos θ
W - 2P sin θ
W - 2P cos θ

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

8d
4d
16d
12d

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

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