Shear Check in Pile STAAD Foundation Advanced

RE: Shear Check in Pile STAAD Foundation Advanced

Charles De guzman — Mon, 21 Dec 2020 02:54:10 GMT

Thank you for looking into it. I will wait for your next update regarding this. Thank you

Kris Sathia — Sun, 20 Dec 2020 07:03:47 GMT

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.

Kris Sathia — Tue, 08 Dec 2020 01:17:35 GMT

Thanks for the model and the report. We are looking into this and will get back to you.

Charles De guzman — Mon, 07 Dec 2020 05:53:47 GMT

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.
communities.bentley.com/.../Pile-foundation-verification.sfa communities.bentley.com/.../pile-foundation-result.pdf

Kris Sathia — Mon, 07 Dec 2020 02:57:25 GMT

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?

Charles De guzman — Mon, 07 Dec 2020 02:22:32 GMT

Thank you for your reply. I managed to find the verification manual however when I try to follow the manual I am getting a different result.

Here is my manual calculation following the verification manual. The critical load case is 922.

Kris Sathia — Fri, 06 Nov 2020 13:35:49 GMT

See examples 5.13, 5.14 and 5.15 in the verification manual if you have one of the recent versions of SFA.