Design a square tied short column to carry an axial dead load of 180 k (800 KN) and an axial live load of 160 k (712 kN). Determine the required ties and draw the cross-section showing the bar arrangement. Use f = 5 ksi (35 MPa), fy = 60 ksi (420 MPa), and a steel percentage of 3 percent. 10.4. Design a square tied short column to carry an axial dead load of 180 k (800 AN) and an axiallive load of 160 k (712 kN). Determine the required ties and draw the cross-section showingthe bar arrangement. Usef 5 ksi (35 MPal.f, (0 ksi (420 MPa). and a steel percentageof 3. percent.

Solution:- According to Indian standard:

Answered: Design a square tied short column to…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Design a square tied short column to carry an axial dead load of 180 k (800 KN) and an axial live load of 160 k (712 kN). Determine the required ties and draw the cross-section showing the bar arrangement. Use f = 5 ksi (35 MPa), fy = 60 ksi (420 MPa), and a steel percentage of 3 percent.

10.4. Design a square tied short column to carry an axial dead load of 180 k (800 AN) and an axial
live load of 160 k (712 kN). Determine 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.

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