Hi All,
Quick question regarding sheet metal bend DFM.
I'm new to sheet metal design.
Is attached design a doable with one piece sheet and bend + seal weld corners?
Dim: ~40"x5"x1" with 14gauge SST.
Many Thanks
Hi,
I'm trying to redesign and replace bunch of locating pins which currently are made of O2 Steel with 440C SST ones to avoid corrosion, Pins must be magnetic, wonder if anybody ever compared these two materials magnetic strength? Any idea in case 440C is less magnetic? How much?
Thanks
Allen
Hi All
Is there or anybody knows any formula/reference for analysis a multi section slender column buckling? or finite element is the only solution?
e.g. a column made up of two rod sections, one phi=60mm and the other phi=100mm ( with the same material ) welded at ends. or a phi=100mm...