That's what my first thought was but was overthinking it i guess.
So (14.85kips + 7kips) * (4.125ft) = 90.13kip-ft
(42 kip-ft * 2(SF)) = 84 kip-ft
90.13kip-ft > 84kip-ft so it will not overturn.
Thank you!
I have a basic foundation overturning question. A machine is anchored to a foundation with a 42kip-ft counterclockwise moment on the plate at the left side. The machine weight and concrete weight produce a 21.85 kip force down at the center. Will this foundation overturn? Do I take the moment at...