If a pin-pin steel column (o, = 50ksi and E=29000ksi) has unbraced length of 30'-0" and has a rectangular cross section as shown below. With a factor of safety of 1.5, what is the maximum allowable axial load that can be applied to the column? Please show work on a separate page. Y 8" 16" X

If a pin-pin steel column (o, = 50ksi and E=29000ksi) has unbraced length of 30'-0" and has a rectangular cross section as shown below. With a factor of safety of 1.5, what is the maximum allowable axial load that can be applied to the column? Please show work on a separate page. Y 8" 16" X

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.9.5P

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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

If a pin-pin steel column (o, = 50ksi and E=29000ksi) has unbraced length of 30'-0" and has a
rectangular cross section as shown below. With a factor of safety of 1.5, what is the maximum
allowable axial load that can be applied to the column? Please show work on a separate page.
Y
8"
16"

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