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A reinforced concrete tied column carries an axial dead load of 600 kN and an axial live load of 800 kN. Assume f'c =

A reinforced concrete tied column carries an axial dead load of 600 kN and an axial live load of 800 kN. Assume f'c = 28 MPa and fy = 400 MPa. Determine and discuss the following: (a) Final factored load (b) Smallest dimension of the column section if the steel ratio is 0.02 (c) Steel area required

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