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Discuss the result of the design of fillet weld for a tie member of a truss...

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Civil Engineering

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.

Answer & Explanation Solved by verified expert
3.7 Ratings (616 Votes)
ISA 100 x 75 x 8 mmL1 100mmL2 75 mmt 8mmdesign strength Ag angle section 100 x 75x 8 1336cm2fy 250Nmm2from IS 8002007 pg 30min size is taken as 3mm for thickness upto 10mm and    See Answer
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