dik
Structural
- Apr 13, 2001
- 25,681
I'm looking at extending a jib crane support by 18" and plan to use an HSS 16"x0.375 tube with 1" plates welded top and bottom with holes to match existing bolt circle. Does anyone have a handi-dandi formula for checking the a tube with fixed ends for flexural stability, so no elastic buckling? Thanks in advance.
Rather than think climate change and the corona virus as science, think of it as the wrath of God. Feel any better?
-Dik
Rather than think climate change and the corona virus as science, think of it as the wrath of God. Feel any better?
-Dik