Yes, STAAD considers them for the analysis.
To find out if they are actually being used, create a copy of the model in which the property reduction factors have been specified. In the copy, comment out (or remove) those factors. Run the analysis. Compare the joint displacements of the copy with those of the original. You should notice a difference.
↧
RE: concrete cracking modifiers in STAAD Pro. V8i
↧