SANJIB DAS
Bentley Technical Support Group
Does RCDC calculates moment capacity for sway shear calculations as per rectangular section or flanged section for beam?
For moment capacity of section RCDC always considered as a Rectangular section as Flange section is not applicable at support. Also to get the flange action, flange has to at compression side which is not the case at support. For more information refer Topic “Flanged Beam” for beam from help Content.