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Old Calc:
Recalc:
I did this because the old calc used compressive strength but my calc used shear strength which actually happened at the cross-section of the beam until the table was torn off.
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Don't have a problem with that, so yeah you can change the old one with the renewal version of itHowever, if the new calculation is more accurate, it should substitute the one on the profile and verse page.
Should beHowever, if the new calculation is more accurate, it should substitute the one on the profile and verse page.
It was.Don't have a problem with that, so yeah you can change the old one with the renewal version of it
Is the calc has been accepted, however?