For Problem, assume normal conditions of moisture, temperature, and duration of loading. Refer to Appendix F for values of E and sc.
Solve Problem if the end conditions are fixed/ pinned.
Problem
Design a square or rectangular (2-in. nominal increments) pin-connccted southern pine column (S4S). The unbraced length of the column is 16 ft. The column is to support an axial compressive load of
(a) 48,0001b
(b) 60,0001b
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