Beam to column web end plate moment connection with both beam and column W shapes.https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/231735/beam-to-column-web-end-plate-moment-connection-with-both-beam-and-column-w-shapesWhy beam to column web end plate moment connection for W shape column is not available in RAM connections ? Only we have column as rectangular hollow section (snap below). Can we expect this w shape column web connection in future updates?en-USTelligent Community 12RE: Beam to column web end plate moment connection with both beam and column W shapes.https://communities.bentley.com/thread/718685?ContentTypeID=1Mon, 27 Jun 2022 12:11:41 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dbb8af9a-0cbe-4bba-9613-90777bb17299Jason McCool<p>I had a delegated connection design project a few years ago where the EOR used endplates to the W-column webs at braced frames. Basically just like double clip angles welded to the supported beam/gusset plates and bolted to the support. Of course, access can be an issue.</p><div style="clear:both;"></div>RE: Beam to column web end plate moment connection with both beam and column W shapes.https://communities.bentley.com/thread/718459?ContentTypeID=1Fri, 24 Jun 2022 14:07:38 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7dd31630-503c-4e42-ba7c-f9644dd934e6Seth Guthrie<p>I don&#39;t&nbsp;know exactly how an end plate would work in a column web connection. Would you box in the column with plate or connect directly to the web? Are there AISC examples you can cite?&nbsp;</p><div style="clear:both;"></div>