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  1. B16A2

    Elastic Modulus of Full Penetration Welds

    Say you you're splicing two bars of Grade 36 steel end to end with a full pen butt weld. Will the weld material have the same linear elastic response as the base material? ~E=29,000ksi? Would it be close enough that a strain gage wouldn't notice the difference if it were on the weld versus...

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