RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

200 cm
100 cm
150 cm
300 cm

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RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

24 diameters from the centre of the column
42 diameters from the outer edge of the column
42 diameters from the inner edge of the column
42 diameters from the centre of the column

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RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.

The least lateral dimension of the column
Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column
All listed here
Forty-eight times the diameter of transverse reinforcement

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RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

Stress in steel × area of steel
Stress in concrete × area of concrete + Stress in steel × area of steel
Stress in concrete × area of concrete
None of these

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