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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
50
55
40

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Longitudinal central axis
Tensile edge
Neutral axis of the beam
Tensile reinforcement

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

30
50
35
40

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis decreases
Depth of neutral axis increases
Lever arm decreases
Lever arm increases

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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
Is safe in shear
Is safe with stirrups
Needs revision of section

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
No restriction on length
No decay due to termites
All of these

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