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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

10
20
15
25

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains within the flange
Remains below the slab
None of these
Coincides the geometrical centre of the beam

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

Nil
75 kg/m³
200 kg/cm²
150 kg/m²

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
All listed here
45°
30°

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
21.5 kg/cm²
7.6 kg/cm²
8.3 kg/cm²

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Four times
Two times
Five times
Three times

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