https://communities.bentley.com/members/6425dc9b_2d00_c446_2d00_4fee_2d00_9450_2d00_e26ea1a95753Recent activity for people in Addala Gopiram's communityen-USTelligent Community 12https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Tue, 28 Dec 2021 00:00:25 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:03a08ce3-6565-4791-b9c3-d5201e693acdAsk a question in a forum.https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/223984/master-slave-nodeTue, 28 Dec 2021 15:51:00 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fd0c8388-9608-4a2c-844e-b800bbfb8796Addala Gopiram<p>Hi,</p> <p>We are modelling truss bridge. The geometry of the structure is as described below&nbsp;</p> <p>The cross section consists of concrete deck supported on stringer beams. The stringer beams are inturn supported of floor beams. The floor beams connect to the bottom chord of the truss.</p> <p>While modelling connections between stringer beams and floor beams master node slave node concept is used.&nbsp; Is that correct approach? Also Master slave node is used in global Y direction.</p> <p><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1640706733107v1.png" alt=" " /></p> <p>Thanks</p> <p>Gopi</p><div style="clear:both;"></div>