Hello,
my question is regarding section 2.3.6 of ASCE 7 - 10 as it related to STAAD. I have utilized the seismic generator in STAAD and included a seismic definition (IBC 2012) in my model. I can create the load case and combine the seismic results with others but I am unsure of how to proceed with separating the seismic results into vertical and horizontal. I am trying to create Load Case 6 and 7 of ASCE 7 - 10 as per section 2.3.6.
Please advise.
