plate design 2 end fixed 2 end free
plate design 2 end fixed 2 end free
(OP)
is this in roarks?
if not, where can i find a table for this case.
thanks,
if not, where can i find a table for this case.
thanks,
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plate design 2 end fixed 2 end free
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RE: plate design 2 end fixed 2 end free
RE: plate design 2 end fixed 2 end free
side ends of the plate are bolted the whole length so i am assuming fixed on side ends and top and bottom end are free..
any suggestion best way to approach this if i dont have finite element software available
RE: plate design 2 end fixed 2 end free
RE: plate design 2 end fixed 2 end free
RE: plate design 2 end fixed 2 end free
thanks,
RE: plate design 2 end fixed 2 end free
Moments and Reactions for Rectangular Plates published by the US Department of the Interior Bureau of Reclamation...published circa 1960.
Unfortunately, I pulled out this reference and it has just about every other boundary condition for a 4 sided plate. But, it doesn't have this one.
Two thoughts. 1) Use simple beam theory.... I think that will give you everything you need. If you aren't fully confident then build a quick FEM model to validate that there aren't any unusual 2-way bending effects happening.
RE: plate design 2 end fixed 2 end free
RE: plate design 2 end fixed 2 end free
BA
RE: plate design 2 end fixed 2 end free
prex
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