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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Quarter span
Mid span
Supports
Every section

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters
24 bar diameters
18 bar diameters
12 bar diameters

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RCC Structures Design
As the percentage of steel increases

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

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/5
b/6
b/3
b/4

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer
Single acting steam hammer
Drop hammer
All listed here

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

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

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