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[GNA] Post-Buckling of arch plate in Optistruct

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Another question: While using "Nonlinear transient" I want to load 0.25*25 for 0,1 sec and after that linear progression to 1*25 MPa at 1 sec. Therefore I created a TABLED1 with 3 entries:

0.0 -- 0.25; 0.1 --0.25; 1 -- 1. This table I am using for a TLOAD1 table entry and my force with 25 as well. But now my question: will the TSTEP entry in any kind overwrite this? If I have N=100 and DT=0.01 will the solver still use the table entry?

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