Use LRFD and select a single angle shape for members TG and UF of the truss loaded with factored loads as shown. Assume that a single line of 4-19 mm bolts will be used for each connection. Edge spacing is 40 mm and center-to-center spacing parallel to the applied load is 60 mm. Consider all limit states, including block shear strength. Use Fy = 345 MPa and Fu = 450 MPa. Use only the Metric Sizes Table for Angles in the Steel Handbook 2004. (70%)Answers: Member TG and Member UF19.40 rayo3.4020.7
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