I need a help i passed through verification examples of Staad Advanced Foundation,it is helpful.
in the design report there is passive forces on the pedestal and footing which is not shown in the verification examples on how to get them,anyone help me on how to get these values
Answer Verified By: Joseph Lucas Magare
Thank you but the formula for footing resisting moment is not clear to me, it is RM2 = (F2 x 3h) + {(D x D3 x(2h+D)}.I don't get the result as seen in the report,pedestal data is 0.6m by 0.5m and Kp is 1 phi angle 0, footing size 3.9m by 3.9m
Kris Sathia those are my design parameters
Thank you for the help Kris,i have got the link where the formula is written properly,in the technical reference manual of the software it was not written properly.
docs.bentley.com/.../GUID-043EA13F-6AE5-452B-BC42-3CE3658DBA53.html
Hello Kris Sathia iam attaching the design report of Staad Advanced and the spreeedsheet which i created to compare the results.
please help me on the issue of sliding for load case 1002 which is critical ,i dont get similar results on my spreedsheet compared to Staad advanced Foundation.
FOOTING SIZING SPREEDSHEET JOSEPH LUCAS MAGARE.xlsx
PDF