Torque to yeild vs. grade 10
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Torque to yeild vs. grade 10
So I am about to replace my subframe bushings and control arm bushings and am considering using Grade 10 bolts rather than torque to yield. I guess I am old school and don't like using a bolt that has to be "Stretched" it seems to me that a bolt that has not been stretched will be stronger in the long run. Please give me you opinion on this as I can be persuaded.
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