Hi All,
I am inspecting a project where the jurisdiction has instructed the contractor to tack weld threaded A108 gr.1045 rod to fastening nuts for the purpose of fouling the thread. The rod material isn't pre qualified per AWS D1.1. I suspect that there is a reason for this. Can anyone tell me...
Hello all,
This is my first time posting so please forgive any rookie mistakes. I am a CWI performing QC on a heavy transportation project in Los Angeles, CA and am doing some procedure qualifications to D1.5 for the first time. First a little background: We want to qualify FCAW with filler...