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A=9484 mm² force of Fy=345 MPa E = 200 GPa determined by Euler's buckling formula The column has the following properties = 164 x 100 mm ly= 23 x 100 mm Proportional limit, f, = 290 MPa The x-axis has an unbraced length of 10 m which is pinned at the top and fixed at the bottom with an k= 0.70 The y-axis has unbraced length of 5 m due to the bracing at the mid-height Determine the factor of safety for the load shown with respect to buckling in the plane of the figure Select the correct response

A=9484 mm² force of Fy=345 MPa E = 200 GPa determined by Euler's buckling formula The column has the following properties = 164 x 100 mm ly= 23 x 100 mm Proportional limit, f, = 290 MPa The x-axis has an unbraced length of 10 m which is pinned at the top and fixed at the bottom with an k= 0.70 The y-axis has unbraced length of 5 m due to the bracing at the mid-height Determine the factor of safety for the load shown with respect to buckling in the plane of the figure Select the correct response

Structural Analysis
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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The initial compressive force of a steel column can be determined by Euler's buckling formula The column has the following properties A=9484 mm² Fy=345 MPa x = 164 x 100 mm ly= 23 x 100 mm Proportional limit, f = 290 MPa The x-axis has an unbraced length of 10 m which is pinned at the top and fixed at the bottom with an k = 0.70 The y-axis has unbraced length of 5 m due to the bracing at the mid-height Determine the factor of safety for the load shown with respect to buckling in the plane of the figure Select the correct response O O 1:24 1.18 141. 4373 E = 200 GPa
Transcribed Image Text:The initial compressive force of a steel column can be determined by Euler's buckling formula The column has the following properties A=9484 mm² Fy=345 MPa x = 164 x 100 mm ly= 23 x 100 mm Proportional limit, f = 290 MPa The x-axis has an unbraced length of 10 m which is pinned at the top and fixed at the bottom with an k = 0.70 The y-axis has unbraced length of 5 m due to the bracing at the mid-height Determine the factor of safety for the load shown with respect to buckling in the plane of the figure Select the correct response O O 1:24 1.18 141. 4373 E = 200 GPa
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