Discuss the result of the design of fillet weld for a tie memberof a truss consist of an angle section ISA 100 x 75 x 8 mm of Fe410grade, is welded to an 8 mm gusset plate. Design a weld to transmita load equal to the full strength of the member. Assume shopwelding. If the gusset plates are connected by 2 angle section ISA65 x 65 x 6 mm back to back to the same gusset plate. Design a weldto transmit a load equal to the full strength of the member.Express your opinion on how the length of the weld are differentfor both the design form your results.
