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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

Every section
Mid span
Quarter span
Supports

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.407 L
0.107 L
0.307 L
0.207 L

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
Less than 2
2
2.5

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

50
35
40
30

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

30 bar diameters
18 bar diameters
24 bar diameters
36 bar diameters

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

Lever arm of the section
One-half lever arm of the section
One and half lever arm of the section
One-third lever arm of the section

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