he loads act at an eccentrici
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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