Boiler106
Structural
- May 9, 2014
- 211
I am reinforcing a column in a corrosive environment using AISC. The column is a PEMB built-up column with 3/8" flanges that i am welding an HSS member to along its length. I would like to limit distortion of the flanges using an intermittent flare bevel weld and then follow up with a seal weld along the length.
How would i show this weld symbol and does this make sense?
How would i show this weld symbol and does this make sense?