I have done Maxima for every node of my bridge. But it is taking too long to generate the report. So I thought of exporting the results of load cases made in Maxima into some other new load cases. How should I transfer the results of Maxima into the new made load cases. Can anyone help?
I have to admit that I don’t understand your problem.
But you can evaluate and combine superimposed maxima loadcases with a new maxima standard combination. For example:
COMB 11 EXTR STAN BASE 10000
LC (2121 2154 1) TYPE AG1
SUPP 11 EXTR MAMI ETYP BEAM TYPE MY FROM 1 TO 2 OPT S
Your SOFiSTiK Support Team