GabeIBC
Structural
- Aug 24, 2018
- 4
For any steel fabricators out there,
I'm doing a steel girder truss with a WT section at the top and bottom chord and double angles making the webs. I would like to camber the truss (it's not a transfer beam element) and I was trying to work out how they would do it in the shop. The way I was picturing it was to take say a W24x176, camber it and then cut in half to make 2 WT12x88 sections with equivalent camber (I know cambering can be more of an art than a science). I could be totally wrong on this so if you all have any input that would be appreciated.
Thanks
Gabe
I'm doing a steel girder truss with a WT section at the top and bottom chord and double angles making the webs. I would like to camber the truss (it's not a transfer beam element) and I was trying to work out how they would do it in the shop. The way I was picturing it was to take say a W24x176, camber it and then cut in half to make 2 WT12x88 sections with equivalent camber (I know cambering can be more of an art than a science). I could be totally wrong on this so if you all have any input that would be appreciated.
Thanks
Gabe