https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/220953/aci-318-2014---torsion-checksWhy does the ACI 318 2014 concrete design always return a critical ratio of 1.00 when torsion is critical.........en-USTelligent Community 12https://communities.bentley.com/thread/727909?ContentTypeID=1Tue, 23 Aug 2022 16:34:49 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3d625419-a6ee-4774-b404-06efc6b004f3Udhaya Kumar Manickavasagam<p>Hello Team, I have this exact same question. Also I get a warning message that states &quot;Review shear min density/max spacing Cl 9.7.6.2.2&quot;. Kindly explain as to what needs to be done in this scenario</p><div style="clear:both;"></div>