https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/97797/roof-live-load-and-snow-loadI have a steel frame model in RAM Structural System. The beams are being designed for both roof live load and snow loads. In the criteria I have &quot;Consider Snow Loads, Ignore Roof Live Loads&quot; checked. But the calculated moment is including: DL, LL anden-USTelligent Community 12https://communities.bentley.com/thread/286971?ContentTypeID=1Mon, 09 Jun 2014 15:37:11 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b9476e44-d40f-4004-9f0c-005960b7cd08Seth Guthrie<p>Make sure the live loads that you refer to as roof live loads are, in fact, entered as type Live - Roof. The other three types (Live - Unreducible, Live - Reducible and Live - Storage) are always considered.</p><div style="clear:both;"></div>