A wood member is loaded as shown. Using ASD, determine the a…
A wood member is loaded as shown. Using ASD, determine the adjusted tension strength, Ft’. Assume normal temperatures, no incising, and that all loads act in the directions shown. Ignore the weight of the member.Load:PD = 2,500 lbPL = 0 lbPLr = 0 lbPS = 0 lbPR = 0 lbPW = 8,500 lbPE = 8,500 lbQD = 5,000 lbQL = 0 lbQLr = 4,000 lbQS = 4,000 lbQR = 3,000 lbQW = 0 lbQE = 0 lbSpan:L = 10 ft Member size:4 x 10 Stress grade and species:Select Structural Douglas Fir-Larch Unbraced length:lu = L/2 = 5 ft Moisture content:MC < 19 percent