LOAD TRANSFER ISSUE WITH MASTER/SLAVE NODEShttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/145827/load-transfer-issue-with-master-slave-nodesHi everybody, I am try to use master/slave function to transfer the load from the crane to the base slab. I made an example as attached file to check it but find some unreasonable results. As captured in picture below, in load case DL1 I have applieden-USTelligent Community 12RE: LOAD TRANSFER ISSUE WITH MASTER/SLAVE NODEShttps://communities.bentley.com/thread/443318?ContentTypeID=1Fri, 19 Jan 2018 02:23:24 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f7da6998-9d64-4c87-a818-3830562a9b92Son Nguyen<p>Dear Mr. Sye,</p> <p>Thank you for your answer but I am not sure to understand how come the FX load at middle of plate can create the MY and then the horizontal reactions in global Z. As static load transfer, with this case there should&nbsp;be only vertical reaction&nbsp;in global Y (due to the moment MZ) and horizontal reaction in global X (due to the FX load). Can you explain me in more details?&nbsp;</p><div style="clear:both;"></div>RE: LOAD TRANSFER ISSUE WITH MASTER/SLAVE NODEShttps://communities.bentley.com/thread/443289?ContentTypeID=1Thu, 18 Jan 2018 18:54:04 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:740c55c4-e0e7-4697-ae64-e0b75ed2cd89Sye<p>The horizontal reactions in global Z are due to the fact that when the FX load is getting&nbsp;transmitted from the master node to the slave nodes like 20,22,24 etc., in addition to generating&nbsp;a force in global X and moment about global Z, it is also&nbsp;generating moments about global Y.</p><div style="clear:both;"></div>