kalianis
Civil/Environmental
- Jul 3, 2009
- 2
Hi,
Does anyone have experience with the fiber hinge (P-M2-M3)in SAP2000? Specifically, does it give good convergence and accurate results in NL Static analysis.
Moreover I would like to ask if fiber hinge P-M2-M3 accounts for shear strength of the elements? I think that it does not but my question is why then shear reinforcement properties are asked in material nonlinearity menu?
Thanks in advance
Does anyone have experience with the fiber hinge (P-M2-M3)in SAP2000? Specifically, does it give good convergence and accurate results in NL Static analysis.
Moreover I would like to ask if fiber hinge P-M2-M3 accounts for shear strength of the elements? I think that it does not but my question is why then shear reinforcement properties are asked in material nonlinearity menu?
Thanks in advance
