![I have generated member loads from area loads via planes horizontal to the plane of a multistory frame. Each cell contains a truss as a diagonal. Although the diagonal has been excluded I have generated member loads from area loads via planes horizontal to the plane of a multistory frame. Each cell contains a truss as a diagonal. Although the diagonal has been excluded](https://www.dlubal.com/-/media/Images/website/img/010001-020000/017701-017800/017744.png?la=en&mw=578&mlid=5E1FA70D1655425B88D8B5AAF59A342D&hash=50267E2FAC3371B0E80AF764B7B047466E9E50BE)
I have generated member loads from area loads via planes horizontal to the plane of a multistory frame. Each cell contains a truss as a diagonal. Although the diagonal has been excluded
![Formation Robot Structural Analysis Professional Module : Structure Béton-Acier / Autodesk › Société Européenne de Formation Technique Formation Robot Structural Analysis Professional Module : Structure Béton-Acier / Autodesk › Société Européenne de Formation Technique](https://www.sef-formation.info/wp-content/uploads/sites/30/2018/11/robot-structural-analisis-professional-2017.jpg)
Formation Robot Structural Analysis Professional Module : Structure Béton-Acier / Autodesk › Société Européenne de Formation Technique
Solved: Columns keep rotating after analysis - Autodesk Community - Robot Structural Analysis Products
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