10.4. Design a square tied short column to carry an axial dead load of I80 R (800 KN) and an axial live load of 160 k (712 kN). Deienmine the required tics and draw the cross-section showing the bar arrangement. Use f 5 ksi (35 MPal.f, 0ksi (420 MPa), and a steel percentage of 3 percent. 10.9. Repeat problem 10.4 if the column is long and causes a reduction in column capacity of 15 percent.
10.4. Design a square tied short column to carry an axial dead load of I80 R (800 KN) and an axial live load of 160 k (712 kN). Deienmine the required tics and draw the cross-section showing the bar arrangement. Use f 5 ksi (35 MPal.f, 0ksi (420 MPa), and a steel percentage of 3 percent. 10.9. Repeat problem 10.4 if the column is long and causes a reduction in column capacity of 15 percent.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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