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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i need the answer quickly
![10.4. Design a square tied shot column to cary an axial dead loxd of 180 k (80X) KN) and an axial
live load of 160 k (712 kN). Detenmine the required ties and draw the cross-section showing
the bar arrangement. Usef 5 ksi (35 MPal. f, 0 ksi (420 MPa), and a steel percentage
of 3 percent.
%3D
10.9. Repeat problem 10.4 if the column is long and causes a reduction in column capacity of 15
percent.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffe62580c-539d-4f70-a52f-976eb80d4111%2F45b6d22b-8027-405b-9228-562815bfebaa%2Foaxn5rk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:10.4. Design a square tied shot column to cary an axial dead loxd of 180 k (80X) KN) and an axial
live load of 160 k (712 kN). Detenmine the required ties and draw the cross-section showing
the bar arrangement. Usef 5 ksi (35 MPal. f, 0 ksi (420 MPa), and a steel percentage
of 3 percent.
%3D
10.9. Repeat problem 10.4 if the column is long and causes a reduction in column capacity of 15
percent.
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