View Single Post
  #2  
Old 4th March 2014, 12:51
chrislandy chrislandy is offline
Senior Member
 
Join Date: Oct 2008
Posts: 383
chrislandy is on a distinguished road
Default

Ideally you would want at least a hot rolled stocked section, structural graded if possible. It depends on the loads going through them. Unless you are putting huge axial or even minor bending into the section the joints, welds and the welding method will be the most critical
Reply With Quote