Dear Sir,
Do we need to consider dead loads in seismic definition. one of my friend told me to consider dead loads in seismic definition and i did the same. But while running the analysis it shows one empty load case are there. Please advise why it shows and during analysis it shows one error too. In addition please tell me the command to be used for getting beam deflection summary. below is the staad model. Thanks in advance for your support.communities.bentley.com/.../Seismic.std