what information I shall pay attention when read last analysis Run Log (after non linear analysis)
what information I shall pay attention when read last analysis Run Log (after non linear analysis)
(OP)
Hello all,
I am learinging ETABS now, have a couple questions would like to ask. Appreciate any input and thought.
1) what I shall pay attention to the analysis log after running linear static and non linear statice analysis. The model is one story, tension only brace steel structre building.
2) how to reverse or delete a non linear statice load combination.
I convert seismic combos to nonlinear cases, but later on I want y direction brace change to hss brace, which can take compression and tension. in my project, seismic control y direction. So how can i reverse my y direction seismic combo back to linear static load
Thanks in advance
I am learinging ETABS now, have a couple questions would like to ask. Appreciate any input and thought.
1) what I shall pay attention to the analysis log after running linear static and non linear statice analysis. The model is one story, tension only brace steel structre building.
2) how to reverse or delete a non linear statice load combination.
I convert seismic combos to nonlinear cases, but later on I want y direction brace change to hss brace, which can take compression and tension. in my project, seismic control y direction. So how can i reverse my y direction seismic combo back to linear static load
Thanks in advance





RE: what information I shall pay attention when read last analysis Run Log (after non linear analysis)
RE: what information I shall pay attention when read last analysis Run Log (after non linear analysis)