A snap of the warning from STAAD is attached below. I am designing a combined footing using 318-14, I just want to ask how can i fix this warning or is this neglible? The complete warning is: " COLUMN NO 1 EXERTS AN UPLIFT FORCE ON THE FOOTING FOR CURRENT…

Having trouble finding the analysis folder for staad foundation advance. I have 0 warnings and have some errors just to check where i went wrong. But the analysis is completed and it says that the design ended. Please help if its okay to continue given…

Good Day, How can I include ground beams in my Mat slab design in STAAD Foundations. I have included a zip file with the STAAD Pro and foundation model file in question. Trial 1.zip Best Regards,

Hi All, I have attached the model generated by STAAD Foundation Advanced Connect Edition (v8.4.1). Anyone can help me find the answer to the following questions: The pressure at corners is reported 1.6046 ksf (with no errors), while the maximum…