moment joint design according to EN 1993-1-8https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/138853/moment-joint-design-according-to-en-1993-1-8Hello, I have doubts in moment joint designed according to EN 1993-1-8. For moment joint beam connected to flange of column, how does the min limit for weld size is decided in weld section? there is no reference mentioned in front of this clauseen-USTelligent Community 12RE: moment joint design according to EN 1993-1-8https://communities.bentley.com/thread/421128?ContentTypeID=1Thu, 27 Jul 2017 15:42:39 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:85378f32-e29c-4112-8532-340075d6cff0rtully14<p>Guidance on the weld size is given in SCI Publication P398, Chapter 3, Step 5. weld&nbsp;size is assessed based on beff and this is then distributed around the entire flange. Beff is defined in Step 2 of this chapter.</p><div style="clear:both;"></div>