- #1
fishburn7
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So I have a plate connected to a metal wall that is riveted to the wall with 5 rivets. This plate then has a ball joint connected to the one end which has a load of 460 Lbs. at a 21 degree angle. All the drawings have been attached.
I need to prove that the plate will indeed bend under such circumstances and then decide what thickness the plate needs to be to prevent bending.
Thank you!
I need to prove that the plate will indeed bend under such circumstances and then decide what thickness the plate needs to be to prevent bending.
Thank you!