Hello,
I'm in the process of verification of STAAD Foundation for Jacobs and the problem in hand is 5.6 US Isolated Foundation 6 (Page 299) from the verification manual.
I'm getting same effective depths (15.88 in) along x and z directions in the one way shear calculation results while it should be different (16.625 and 15.875 ) per the comparison table listed at the end of the example in the manual.
Please let me know where I'm going wrong, I'm attaching the .sfa file for your perusal.
Thank you,
Vic
2526.US Isolated Foundation 6.sfa