what's the yield strength of reference material u guys take for
calculating bending strength? According to our data handbooks it's
abt 250 MPa. We plan to use low carbon steel(.1%) with higher wall
thickness. So should we still consider bending failure at yield pt
or take it's UTS value due to it's ductality.
Also 0.18% carbon means pure carbon or effective carbon content?
Effective carbon content is calulated using the % of different
metals present in it.
IS the spectroscopy certificate and UTS test certificate from a
recognized lab acceptable for taking the % of carbon and yield
strength values, if our material supplier's invoice doesn't cover
that?
Please reply early
thanks in advance
rahul
DCE Mini baja
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