hi,
i am working with eurocode design for one of our structure,
i want to do response spectrum analysis for seismic and we have to follow only tension members design for diagonals,
when i do the seismic response spectrum analysis with inactive member for specifying tension members
then i am getting foundation reaction summaction for seismic +x direction with high vertical summation force.even though i have
used dominant mode sign command. for other direction foundation reaction summation somewhat less.
i have attached the model with this query
can you please let me know the reason.
communities.bentley.com/.../Boiler_5F00_tensionmember_5F00_test_5F00_2.std
regards
senthilkumar.B