why these codes ignored the effect of the nonprestressed steel and concrete on this value?
Dear dr.
I wish this link is useful
https://apps.ict.illinois.edu/projects/getfile.asp?id=2996
It can be calculated by strain compatibility method
I think it has been to simplify the calculation.
Dr Abbas
I did not agree with that.
I think Dr.Nazar its correct if fpi don't exceed a certain percentage of fpy.
Sorry Dr Nazar, I write my previous answer by wrong paste.
Thank you Dr. Abbas
its an approximate method
Agree
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