A rectangular column section of 300 mm x 450 mm is reinforced with five steel bars of grade Fe-500 each of 20 mm diameter. Concrete mix is M-30. Axial load in the column section with minimum eccentricity as per IS: 456-2000 using limit state method can be applied upto

A rectangular column section of 300 mm x 450 mm is reinforced with five steel bars of grade Fe-500 each of 20 mm diameter. Concrete mix is M-30. Axial load in the column section with minimum eccentricity as per IS: 456-2000 using limit state method can be applied upto

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 9.1.2P

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