Modelling of existing RC beams
Modelling of existing RC beams
(OP)
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 elements. Thanks





RE: Modelling of existing RC beams
RE: Modelling of existing RC beams
Frame - Property Modifiers
Otherwise you may end with some wrong stiffness.