I would like to ask if we can modell reinforced concrete beam elements using column elements instead of beam elements when assessing existing structures? The reason i am asking this is because in beam elements we can not give details in shear reinforcement (links) as it can be done for column...
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...
