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PROBLEM 2 A steel column has a length of 9 m and fixed at both ends. The cross section of the column is shown in Figure 2. Determine the elastic buckling load of the column. E=200 GPa, σy = 250 MPa. -200 mm- I 10 mm- 10 mm 150 mm 10 mm Figure 2. Hot-rolled steel I-section (units: mm)

PROBLEM 2 A steel column has a length of 9 m and fixed at both ends. The cross section of the column is shown in Figure 2. Determine the elastic buckling load of the column. E=200 GPa, σy = 250 MPa. -200 mm- I 10 mm- 10 mm 150 mm 10 mm Figure 2. Hot-rolled steel I-section (units: mm)

Understanding Business
Understanding Business
12th Edition
ISBN:9781259929434
Author:William Nickels
Publisher:William Nickels
Chapter1: Taking Risks And Making Profits Within The Dynamic Business Environment
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PROBLEM 2 A steel column has a length of 9 m and fixed at both ends. The cross section of the column is shown in Figure 2. Determine the elastic buckling load of the column. E=200 GPa, σy = 250 MPa. -200 mm- I 10 mm- 10 mm 150 mm 10 mm Figure 2. Hot-rolled steel I-section (units: mm)
Transcribed Image Text:PROBLEM 2 A steel column has a length of 9 m and fixed at both ends. The cross section of the column is shown in Figure 2. Determine the elastic buckling load of the column. E=200 GPa, σy = 250 MPa. -200 mm- I 10 mm- 10 mm 150 mm 10 mm Figure 2. Hot-rolled steel I-section (units: mm)
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