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"Prob. 10.3-5. A square, tubular steel column has the d mensions shown in Fig. P10.3.5, has a length of L = 3 m, an has an axial compression load of P = 50 kN. If the colum has fixed-free end conditions and is free to buckle in an direction, what is the factor of safety with respect to elast buckling? Let Est = 210 GPa and oy = 250 MPa.

"Prob. 10.3-5. A square, tubular steel column has the d mensions shown in Fig. P10.3.5, has a length of L = 3 m, an has an axial compression load of P = 50 kN. If the colum has fixed-free end conditions and is free to buckle in an direction, what is the factor of safety with respect to elast buckling? Let Est = 210 GPa and oy = 250 MPa.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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¹Prob. 10.3-5. A square, tubular steel column has the di- mensions shown in Fig. P10.3.5, has a length of L = 3 m, and has an axial compression load of P = 50 kN. If the column has fixed-free end conditions and is free to buckle in any direction, what is the factor of safety with respect to elastic buckling? Let Est = 210 GPa and oy = 250 MPa. 125 mm 150 mm
Transcribed Image Text:¹Prob. 10.3-5. A square, tubular steel column has the di- mensions shown in Fig. P10.3.5, has a length of L = 3 m, and has an axial compression load of P = 50 kN. If the column has fixed-free end conditions and is free to buckle in any direction, what is the factor of safety with respect to elastic buckling? Let Est = 210 GPa and oy = 250 MPa. 125 mm 150 mm
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