a.) Nominal axial compressive load capacity
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Solve the capacity of a 5.3-m steel column, fixed support at both ends, having
the cross section as shown. Use Fy = 415 MPa.
a.) Nominal axial compressive load capacity
350.5 mm
y
22.25 mm
519.8 mm| x
• 24.4 mm
*22.25 mm
Note:
Answer format, do not include the units in the
space provided, but you have to include the units in
your solutions. Answer must be in kN.
Example answer: 1234.1612](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd7c7f1fd-cae9-4c43-b911-e6d6edde0755%2Ff4f07232-c9bc-4dfa-9d36-32773d79e6b6%2Ft18r0l5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Solve the capacity of a 5.3-m steel column, fixed support at both ends, having
the cross section as shown. Use Fy = 415 MPa.
a.) Nominal axial compressive load capacity
350.5 mm
y
22.25 mm
519.8 mm| x
• 24.4 mm
*22.25 mm
Note:
Answer format, do not include the units in the
space provided, but you have to include the units in
your solutions. Answer must be in kN.
Example answer: 1234.1612
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