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Design a square axially loaded short square tied column for concentric ultimate axial load Pu =...

Design a square axially loaded short square tied column for concentric ultimate axial load Pu = 2600 kN. f’c = 28 MPa and fy = 350 MPa. assume ρ = 0.02.
Draw the section details showing dimensions, cover, rebars, stirrups (ties), ..etc.
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