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Recent content by gray8317

  1. gray8317

    Very thin and short members in bending (flexure)

    I am working with .005" thick spring steel. I have a 1-inch wide piece clamped at both ends so only .015" are exposed to bending. I am interested in stresses due to bending. A standard beam bending analysis approach wont work due to large deflections and short length. Anyone have...
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