Hello,
I would like to run a response spectrum analysis on a silo, and technically is only has 1 floor. I defined my seismic definition to IBC 2012 and I created my response spectrum load case detail. However, I am not sure I am applying the appropriate floor load. Since I only have one floor, I am assuming the floor load will reside on the roof of the silo?
I am also having a hard time understanding which analysis I should analyze my structure with, in analysis print I selected print mode options and in the post-print command i selected story drift option.
I attached my model, can I please get assistance with checking this? I want to make sure I am applying the appropriate parameters to run a response spectrum.
Thank you in advance. [View:/cfs-file/__key/communityserver-discussions-components-files/5932/CVE593_5F00_Rev.A_5F00_ELR.std:940:0]