https://communities.bentley.com/products/geotech-analysis/f/forum/213034/bored-piles-ground-anchors-in-plaxisDear plaxis users and geotechnical engineers, When using plaxis to design permanent and temporary ground anchors+bored piles in plaxis 2D, the obtained values of moment, normal and shear forces are supposed to be multiplied with the out of plane distanceen-USTelligent Community 12https://communities.bentley.com/thread/656242?ContentTypeID=1Sat, 19 Jun 2021 18:29:09 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9efc0cff-4592-43c7-a916-ff60660144e4Jamal Hassan<p>Thank you Mr. Stefanos</p><div style="clear:both;"></div>https://communities.bentley.com/thread/656154?ContentTypeID=1Fri, 18 Jun 2021 16:01:49 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5870f91f-e70f-45d9-8639-1eff0da5114eStefanos Papavasileiou<p>Dear Jamal,</p> <p>I think that most of the points mentioned highly depend on local regulations required by authorities. Therefore, I am not sure I can really comment on this topic, but I will leave it open for other users (if they want to share) to comment on based on their own experience.</p><div style="clear:both;"></div>