A certain R.C. short column with 300 mm square cross-section is made of M 20 grade concrete and has 4 numbers, 20 mm diameter, longitudinal bars of Fe 415 grade steel. It is under the action of a concentric axial compressive load. Ignoring the reduction in the area of concrete due to the steel bars, the ultimate axial load carrying capacity of the column as by the relevant code is

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.3.1P
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A certain R.C. short column with 300 mm square
cross-section is made of M 20 grade concrete
and has 4 numbers, 20 mm diameter, longitudinal
bars of Fe 415 grade steel. It is under the action
of a concentric axial compressive load. Ignoring
the reduction in the area of concrete due to the
steel bars, the ultimate axial load carrying
capacity of the column as by the relevant code
is
Transcribed Image Text:A certain R.C. short column with 300 mm square cross-section is made of M 20 grade concrete and has 4 numbers, 20 mm diameter, longitudinal bars of Fe 415 grade steel. It is under the action of a concentric axial compressive load. Ignoring the reduction in the area of concrete due to the steel bars, the ultimate axial load carrying capacity of the column as by the relevant code is
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