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Hi everyone!
I am doing a project where I was given the seismic horizontal load. I have used linear load on edges to simulate the seismic actions. (See the attached document for screenshot). I have made one load case for X-direction and one for Y-direction. I want to use automatic combination so that Robot can generate load combinations for ULS, SLS and ACC:SEI. My goal for the ACC:SEI load combination is to get combinations on the form like this: 1*X + 0,3*Y +0,3*Live +0,2*Snow
I have tried many things, but I haven`t been able to do this when I create a manual seismic load case.
After trying many different load combinations and cases, I noticed that the automatic load case generator made excessive load case groups (Se the attached document). How do I get rid of load group EI, E2, E3 & E5?
My last questions is if it is possible to have Robot calculate seismic actions if you have ground type S1 or S2? I have the parameters for these ground types (S, T_b, T_c and T_d)
Solved! Go to Solution.