keen_mentee
Civil/Environmental
- Aug 11, 2020
- 22
Hi All,
I am analyzing a metal decking over OWSJ for higher wind uplift. The decks are attached to the supporting OWSJ with 5/8" puddle weld. In the past, I looked at few reports I found online and used the lowest capacity and they worked for my project. However, now I am working on a project that has a higher demand on the puddle weld. How can I calculate the puddle weld capacity for a 22 GA. metal deck? I skimmed through AWS D1.1 but could not find anything. Any suggestions?
Thank you.
I am analyzing a metal decking over OWSJ for higher wind uplift. The decks are attached to the supporting OWSJ with 5/8" puddle weld. In the past, I looked at few reports I found online and used the lowest capacity and they worked for my project. However, now I am working on a project that has a higher demand on the puddle weld. How can I calculate the puddle weld capacity for a 22 GA. metal deck? I skimmed through AWS D1.1 but could not find anything. Any suggestions?
Thank you.