Jovi k's Communities Activitieshttps://communities.bentley.com/members/86e6bfa1_2d00_06f4_2d00_4787_2d00_8e00_2d00_4f81ed9de221Recent activity for people in Jovi k's communityen-USTelligent Community 12Found drastic difference in moments of rcc beams with a plate modeled as brick wall partition wall in rcc frame structurehttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/159354/found-drastic-difference-in-moments-of-rcc-beams-with-a-plate-modeled-as-brick-wall-partition-wall-in-rcc-frame-structureThu, 09 Aug 2018 02:06:41 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:60cd512d-6ed1-414f-b14f-07ee2e31da56Jovi k<p>Found drastic difference in moments of rcc beams with a plate modeled as brick wall partition wall in rcc frame structure...Moments are very low on beam and column... why it happens? Is it due to stiffness of plate ,</p> <p>And what is the correct way to model plate as brick partion wall over rcc beam . Should the nodes of plate connected to nodes of beam or not ?</p> <p>Please suggest as I am new one to staad</p><div style="clear:both;"></div>Deflection animationhttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/160188/deflection-animationThu, 16 Aug 2018 01:17:20 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:53de3443-4d90-49ad-92c6-1d6229250e69Jovi k<p>I am just a learner ... so in a long span rcc beam abt 12m there was no deflection in animation but as I placed a cross beam over long beam at center , major deflection is now showing in animation . Is it due to the long beam splitted in two segments and assigning same deflection value(18mm) of long beam to segmented beams . What is the right way now?&nbsp;</p><div style="clear:both;"></div>