https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/199456/pile-designI AM GETTING MORE NO OF PILE THAN REQUIRED . I AM UPLOADING THE EXCEL FILE AND FOUNDATION DESIGN FILE AND PLZ CHECK SUGGEST ME THE REASON FOR THE GETTING THIS NO.en-USTelligent Community 12https://communities.bentley.com/thread/595178?ContentTypeID=1Sun, 28 Jun 2020 09:15:55 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0b5d22d5-4017-4a66-95fa-e121b7aa4198Kris Sathia<p>We are not able to find any correlation between the load cases in the XLS file and the ones in the SFA file. Further, your calculations in the XLS file don&#39;t seem to have considered the effect of the moments on the pile reactions.</p> <p>In the Help menu, you will find a verification manual. You will find a number of examples of pilecaps, with detailed steps showing how the pile reactions are computed.</p> <p>If you choose the Pile Layout - Predefined option, the program goes through all possible arrangements from the built-in library. For any of the service load cases, a pile arrangement is deemed suitable only if the forces in the pile are lower than the pile capacity multiplied by the capacity increase factor specified for that load case.</p><div style="clear:both;"></div>https://communities.bentley.com/thread/595109?ContentTypeID=1Sat, 27 Jun 2020 06:04:02 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:04f487ce-0e32-4524-ab43-7cf2e7f1941fprashant kumar<p>sir plzzzz help me in this.</p><div style="clear:both;"></div>