topic Re: Reaction differ from applied loading for load case.... in Structural Bridge Design Forum https://forums.autodesk.com/t5/structural-bridge-design-forum/reaction-differ-from-applied-loading-for-load-case/m-p/13327952#M44 <P><span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="j0ng8CrP0X.png" style="width: 600px;"><img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1468707iE60904C09D808D4D/image-size/medium?v=v2&amp;px=400" role="button" title="j0ng8CrP0X.png" alt="j0ng8CrP0X.png" /></span></P><P> </P> Wed, 19 Feb 2025 14:24:32 GMT grace_cawdron3GNYF 2025-02-19T14:24:32Z Reaction differ from applied loading for load case.... https://forums.autodesk.com/t5/structural-bridge-design-forum/reaction-differ-from-applied-loading-for-load-case/m-p/13327923#M43 <P>Hello, I'm trying to obtain reactions from a single point at the bottom of my pile caps (joints 356 and 362). I have connected the abutment joints to these point with rigid links. The points have been given a stiffness from the geotechnical engineer. Every time I run the model with loading sets selected I get this error&nbsp; 'Reactions differ from applied loading for load case...'. I have tried modelling the rigid links not at an angle and sharing the stiffness between them, but I still get the error just for another load case.&nbsp;</P> Wed, 19 Feb 2025 14:16:16 GMT https://forums.autodesk.com/t5/structural-bridge-design-forum/reaction-differ-from-applied-loading-for-load-case/m-p/13327923#M43 grace_cawdron3GNYF 2025-02-19T14:16:16Z Re: Reaction differ from applied loading for load case.... https://forums.autodesk.com/t5/structural-bridge-design-forum/reaction-differ-from-applied-loading-for-load-case/m-p/13327952#M44 <P><span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="j0ng8CrP0X.png" style="width: 600px;"><img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1468707iE60904C09D808D4D/image-size/medium?v=v2&amp;px=400" role="button" title="j0ng8CrP0X.png" alt="j0ng8CrP0X.png" /></span></P><P> </P> Wed, 19 Feb 2025 14:24:32 GMT https://forums.autodesk.com/t5/structural-bridge-design-forum/reaction-differ-from-applied-loading-for-load-case/m-p/13327952#M44 grace_cawdron3GNYF 2025-02-19T14:24:32Z