Galambos
Structural
- Jun 27, 2005
- 231
I received a request from the contractor to use E60 rods claiming that E70 rods are not suited for deck welding.
While I don't have the diaphragm design manual handy, I was wondering if anyone else has ever come across this matter. Can this be true? It doesnt seem right to me.
I'll be looking into the DDM when I get back in town, but wanted to get a head start on this.
Thanks for your help.
While I don't have the diaphragm design manual handy, I was wondering if anyone else has ever come across this matter. Can this be true? It doesnt seem right to me.
I'll be looking into the DDM when I get back in town, but wanted to get a head start on this.
Thanks for your help.