https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/236177/redundancy-checks-for-moment-framesHi Team, I have a steel structure consisting of steel moment frames in both direction. There is no torsion in the building. Now I need to perform redundancy checks for this as per cl 12.3.4.2 (ASCE 7-16). I want to know how I can do it as peren-USTelligent Community 12https://communities.bentley.com/thread/734014?ContentTypeID=1Tue, 27 Sep 2022 14:53:13 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:65bd9146-efb4-4cf2-b8ff-594f98f74164Seth Guthrie<p>I suppose you would individually pin the ends of select frame beams and check the redistribution of forces and deflections compared to the original analysis. The clause does say &quot;story strength&quot; (and not stiffness), but that&#39;s pretty abstract. We don&#39;t have any report of story strength per se, but I suppose you could do some sort of summation of member demand/capacity ratios.&nbsp;&nbsp;</p><div style="clear:both;"></div>