dcceecy
Structural
- Oct 15, 2008
- 112
We are doing some repair work. The existing I shape beam has a web of 3/16" thick. We are going to weld a continuous L6x6x5/8" angle along the web (the driection of the angle will be parallel to the web)
we specified 1/8" fillet welds 4" long @ 12" OC for the connection of vertical leg of the angle to the web (top and bottom).
but the contractor says the welds keep burning through the web (they are doing a mock-up).
I checked the AISC manual. 1/8" fillet welds is the smallest you can choose. I am wondering if the contractor is doing right.
Any suggestions? thanks.
we specified 1/8" fillet welds 4" long @ 12" OC for the connection of vertical leg of the angle to the web (top and bottom).
but the contractor says the welds keep burning through the web (they are doing a mock-up).
I checked the AISC manual. 1/8" fillet welds is the smallest you can choose. I am wondering if the contractor is doing right.
Any suggestions? thanks.