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RCC Structures Design

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

Every section
Mid span
Supports
Quarter span

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RCC Structures Design
The live load to be considered for an accessible roof, is

150 kg/m²
75 kg/m³
200 kg/cm²
Nil

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RCC Structures Design
As the percentage of steel increases

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

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is over safe in shear
Is unsafe in shear
Needs redesigning
Is safe in shear

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + four times thickness of the slab
Breadth of the rib + half clear distance between ribs
Least of the above
One-sixth of the effective span

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