Building story shear shows story shears on "None" diaphragm. See below.
Loads and Applied Forces shows correct diaphragm forces.
This happens for all load cases. "Masses" and "Gravity Loads" seem to be correct. Any help would be appreciated.
Thanks,
Some nodes are not connected to the diaphragm. See: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/8430/ram-frame---building-and-frame-story-shear
See also: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/17968/ram-frame---masses