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…

How do I eliminate Zones in the detailing tab? I'd like the same reinforcement throughout the length

Is there a way to increase the size of the screen grabs in the soil pressure tab when printing the report? Currently they are pretty small. Thanks!