In the following problem, unless otherwise noted, assume for steel that the modulus of elasticity is 30,000 ksi (207 × 103 MPa), the proportional limit is 48 ksi (331 MPa), and the yield stress is 50 ksi (345 MPa).
Calculate the Euler buckling load for an axially loaded, pin-connected W14 × 22 structural steel wide-flange column. The column length is 12 ft, as shown.
Problem
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