https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/247809/class-4-steel-section-capacities-eurocodeDoes anyone know how STAAD derive the following for a Class 4 section? - Minor axis bending moment capacity: if by multiplying elastic modulus with design strength, the moment capacity would be much higher than the computed values shown in STAAD outputen-USTelligent Community 12https://communities.bentley.com/thread/774156?ContentTypeID=1Wed, 19 Jul 2023 08:31:29 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:89e7ca1c-7a44-4d47-954e-2c916a315ac7Abhisek M<p>Can you please share the STAAD model here for a quick check?</p><div style="clear:both;"></div>