he loads act at an eccentrici

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A column in the ground floor of a 5-story RC commercial building has an unfactored dead load of 401 kN and an unfactored live load of 334 kN. The loads act at an eccentricity of 75 mm at the top and 50 mm at the bottom. Design a pin-ended tied column, nonsway, if its clear height is 6 meters. Use  f’c = 28 MPa, fy = 420 MPa. Assume an equal distribution of longitudinal bars in two opposite faces of the column.

NOTE:!! Attach the reference interaction diagram used.

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