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