Q2 Design a square tied column to support an axial load of Pu = 4 078 kn. Design the necessary ties also. Assume: Short
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Q2 Design a square tied column to support an axial load of Pu = 4 078 kn. Design the necessary ties also. Assume: Short
Q2 Design a square tied column to support an axial load of Pu = 4 078 kn. Design the necessary ties also. Assume: Short column • f = 34.5 MPa • fy = 420 MPa • Pg = 0.05 Plongitudinal Bars = 32mm Pties = 10mm • Q3: Redesign using a rectangular section that has width b=350mm
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