How does SFA compute for the one-way shear? I tried to manually compute it but I obtained 5.1kN while the software computed 4.8kN.
8015.Isolated Footing - Axial.sfa
Please go through the examples provided in the verification manual.
Answer Verified By: Louis Flores
May I know what example from the manual is going to be particularly helpful?
Check the BS code examples. It has got some explanatory pictures as well.