The lengths of the column analysed in Problem 14.6 are modified to the dimensions specified below. Evaluate the buckling load based on the new geometry Problem 14.6 For the column illustrated below,...

The lengths of the column analysed in Problem 14.6 are modified to the dimensions specified below. Evaluate the buckling load based on the new geometry

Problem 14.6

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.