PLEASE USE AS4100 TO SOLVE THE PROBLEM
The design load for the connection shown below is N 180 [kN]. The truss is a 00x [00x8 EA section (Grade 300 steel). The fillet weld is B-E49XX WSOX electrodes and an SP category welding procedure/quality for structural purpose is used. Calculate the required size of the fillet weld. Remember to verify that the centroid of the truss and the centroid of the weld group and consider the potential moment yielded by the eccentricity of the connection.
100 mm