I have a contractor that due to lot line problems wants to install fence posts directly into the center part of a Vertica pro (anchor wall) segmental retaining wall. When I calculate the overturning forces from the wind load (assume 6' tall posts' 8 feet apart, then use UBC to get...
I have to design a 10" tall CMU block wall - could someone give me design steps to run through or a reference for the wall and concrete footing design?
