pablobisente's Communities Activitieshttps://communities.bentley.com/members/e3b10d6c_2d00_0de9_2d00_42df_2d00_861e_2d00_f59093f6a4fbRecent activity for people in pablobisente's communityen-USTelligent Community 12Floor Diaphragm, Composite Deck and Plate elementhttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/107498/floor-diaphragm-composite-deck-and-plate-elementFri, 29 May 2015 01:07:53 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1a892bd8-05bd-4ea4-bca2-9bfe52a4d4ebpablobisente<p>&nbsp;</p> <p>&nbsp;</p> <p>1. Does STAAD.Pro consider the Floor Diaphragm Action (transfer of lateral forces to the columns) when the Composite Deck feature is&nbsp;applied?</p> <p>2. Considering the Floor Diaphragm Action, can i use plate elements instead of Master/Slave or Floor Diaphragm?</p> <p>&nbsp;</p><div style="clear:both;"></div>