able load (in KN) if the column is fixed at both ends ar ty factor of 1.7 (4sigs) e buckled shape for part [1] as an elevation view, and column in the sketch. How many curvatures are in th
able load (in KN) if the column is fixed at both ends ar ty factor of 1.7 (4sigs) e buckled shape for part [1] as an elevation view, and column in the sketch. How many curvatures are in th
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![A hollow rectangular steel column has outside dimensions of 200 mm by 250 mm and
a wall thickness of 10mm. The steel has a modulus of elasticity E = 205 GPa.
Determine:
[1] The allowable load (in KN) if the column is fixed at both ends and is 7.0 m tall,
using a safety factor of 1.7 (4sigs)
[2] Sketch the buckled shape for part [1] as an elevation view, and dimension the
width of the column in the sketch. How many curvatures are in the buckled shape?
Your Answer:
Answer](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe6d93322-401c-4338-ad8f-dcb8e39ab78f%2F808a8e44-206c-4e68-b1eb-88ca558914df%2Fnpwzodd_processed.png&w=3840&q=75)
Transcribed Image Text:A hollow rectangular steel column has outside dimensions of 200 mm by 250 mm and
a wall thickness of 10mm. The steel has a modulus of elasticity E = 205 GPa.
Determine:
[1] The allowable load (in KN) if the column is fixed at both ends and is 7.0 m tall,
using a safety factor of 1.7 (4sigs)
[2] Sketch the buckled shape for part [1] as an elevation view, and dimension the
width of the column in the sketch. How many curvatures are in the buckled shape?
Your Answer:
Answer
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