berdindc
Structural
- Aug 27, 2010
- 4
Hi,
Stainless steel bolts for a WF canopy column. Architectually exposed, architect wants to see the bolts. Right now I'm thinking A316L type 70. I'm having a hard time finding some good values of Fy and Fu and E to use in my calculations.
But I am learning a lot about stainless steel. There are some large tension forces in the bolts and I want to make sure these bad boys work.
Any suggestions??! Thanks.
Stainless steel bolts for a WF canopy column. Architectually exposed, architect wants to see the bolts. Right now I'm thinking A316L type 70. I'm having a hard time finding some good values of Fy and Fu and E to use in my calculations.
But I am learning a lot about stainless steel. There are some large tension forces in the bolts and I want to make sure these bad boys work.
Any suggestions??! Thanks.