hey guys,
so I'm in asce 7-16 working on seismic loads for components and I'm using equation 13.3-1. However, it provides the definition of "z" as shown in my title, but it doesn't explain what "the base" is. What do you guys consider the base? In my case, I'm attaching a building to the roof of an existing structure and would consider the base "0" or grade level.
so I'm in asce 7-16 working on seismic loads for components and I'm using equation 13.3-1. However, it provides the definition of "z" as shown in my title, but it doesn't explain what "the base" is. What do you guys consider the base? In my case, I'm attaching a building to the roof of an existing structure and would consider the base "0" or grade level.