I have a building with screen wall loads on the roof. These loads act as a couple with the main post and the kicker having reactions in opposite directions. When I add these loads to the ram model, ram beam module is only considering the downward gravity…

When designing a footing in RAM Foundations for uplift due to a steel brace frame we have adjusted to uplift Safety Factor to 1.0 Moments on the footing due to shear loads have not been included because it has been determined that the soil will be…

Kindly help me figure this out pleaseee and please elaborate my mistake if ever thanks

Take a look at the attached footing module design. It is subject to uplift and shear on the concrete pedestal. If I decrease the thickness of the footing my overturning factor of safety and bearing pressure goes down significantly. If I increase the thickness…