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Hello guys,We are welding a 6" (horizontal) X 8" vertical 1/4" steel plate to a steel column. The initial plans called for two horizontal welds one on each side of the clip. The latest plans call for a full weld all the way around all 4 sides. Will the initial assumption work under these design reactions:V= 140 lbT= 2884 lbM= 1262 ft-lbWe are using E70xx class electrode to weld. Due to budget restrictions, we are requesting for a deviation from the latest plans. In case the horizontal welds are not enough, will welding 4" all 4 sides work??.Thanks in advance for any ideas or advice you can provide.
Reply:you might get a better response at this forumhttp://www.eng-tips.com/threadminder.cfm?pid=679
Reply:Thank you very much for your advice. I'll give it a try. |
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