For the column illustrated below, calculate the buckling load with the following crosssectional and material properties: A = 8 × 103 mm2, Iz = 60 × 106 mm4, Iy = 20 × 106 mm4 and E = 200 GPa. Assume...

For the column illustrated below, calculate the buckling load with the following crosssectional and material properties: A = 8 × 103 mm2, Iz = 60 × 106 mm4, Iy = 20 × 106 mm4 and E = 200 GPa. Assume the column can buckle in either xy or xz planes.