Dedicated Clamping Cauls
"Jay Pique" wrote:
Sweet fancy Moses, Tom - did you just pull that off the top of your
head?!
Now that you see what a total PITA beam deflection calculations are
along with the incorrect assumption that the beam is supported on
knife edges unless cantilevered, you can understand why stress
calculations are used with a serious safety factor derate to CTA, for
beam design.
Lew
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