Dear Sir,I am comparing the result from our previous project to the result given by SFA and unfortunately I got a different result in SFA.I want to ask on how SFA computed the Design Shear for Two-Way/One-Way Action.Thanks!
Thank you for looking into it. I will wait for your next update regarding this. Thank you
We agree that the two-way shear force that is reported is incorrect. We are correcting it and will be in touch with you soon.
Thanks for the model and the report. We are looking into this and will get back to you.
Thank you for your kind reply, I am only using version number v9.4.0.20. I am comparing the results given by staad foundation program with the manual calculation I did following the verification manual.Here is the SFA file and PDF of calculation result in staad foundation.Pile foundation verification.sfaPDF
What are the version numbers of the two versions of SFA for which you are comparing the results?
Can you attach the SFA file, and a PDF of calculation report of the previous version?