1. Design a square tied column of SMALLEST cross section to support an axial dead
load of 600 KN and an axial live load of 400 KN. Assume c = 20.7 MPa and fy= 276 MPa. Use 20mm main bars and 10mm ties. Use NSCP 2015.
1. Design a square tied column of SMALLEST cross section to support an axial dead
load of 600 KN and an axial live load of 400 KN. Assume c = 20.7 MPa and fy= 276 MPa. Use 20mm main bars and 10mm ties. Use NSCP 2015.
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