https://communities.bentley.com/members/b69f0743_2d00_eb4b_2d00_4d15_2d00_bed5_2d00_cfb1e447770eAdrian Gomez's recent activityen-USTelligent Community 12https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/201874/rc-pier-end-bent-design-loadingMon, 17 Aug 2020 13:35:58 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:aa831ea2-03af-4ccd-aa10-4fac4e8db46dAdrian Gomez<p>Good morning,</p> <p></p> <p>Right now I&#39;m developing an analysis for an end bent and I was concerned about if just with the inputs of the geometry for the back wall would automatically be considered as a self-weight loading or do I need to include it&#39;s reaction in the DC Loads?</p> <p></p> <p>Thank You !</p><div style="clear:both;"></div>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/195524/rotated-cap-column-pier-rc-pierTue, 14 Apr 2020 23:31:12 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a7209061-7e5a-45e3-bf82-8d58f57ce730Adrian Gomez<p>We are working in the design of a Pier with a rotated Cap-Column condition. In order to proceed with the analysis of the loads it I important to specify the angle of orientation between the CL of the Column and the CL of the Pile cap. Is there any option or tool in RC-Pier to provide that configuration to the model?</p> <p>Thank you</p><div style="clear:both;"></div>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Tue, 14 Apr 2020 03:35:54 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:35cea56d-62e4-41c6-920f-76ded8a77ef4Ask a question in a forum.