Find the maximum columm load for asd dead-live-roof load

Reference no: EM13313107

A 4x4 carries an axial compressive force caused by dead, love, and roof live loads. Lumber is No. 1 Douglas Fir-Larch. Cm = 1.0 , Ct = 1.0, Ci = 1.0. The unbraced length of the member is 12 ft.

How do you find the maximum columm load for ASD dead+live+roof load combination?

Reference no: EM13313107

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