A column made of 245 TR aluminum (see Figure 12.11) has an equal-leg cross section of thickness t = 0.24 nun and leg length h = 12.0 mm (Figure P12.24).
a. Show that the column undergoes local buckling before Euler buckling.
b. Calculate the average stress in the column at buckling.
c. Compare the average stress determined in part b to the Euler buckling stress for a column of length 559 mm and pinned ends.
FIGURE 12.11 Buckling loads for local buckling and Euler buckling for columns made of 245 TR aluminum (E = 74.5 GPa).
FIGURE P12.24
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