specialinspectormike
Structural
- Aug 2, 2014
- 4
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 the downside of tack welding to this material without pre or post heat. By the way these rods are being used as hangers for heavy utilities.
Thanks for your time,
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 the downside of tack welding to this material without pre or post heat. By the way these rods are being used as hangers for heavy utilities.
Thanks for your time,