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  1. laulau

    SUBSTEPS AND EQUILIBRIUM ITERATIONS

    Hi, I have some problems with substeps and equilibrium iterations to solve a no-linear and static load case. I tried with 75 substeps and 50 equilibrium iterations and Ansys cannot calculate, it says “DOF exceeded”. But if try to solve the same model with the default values of SUBST and EQIT...
  2. laulau

    CAP BEAM SAP2000

    Hello, Anyone knows how can I remove the cap beam option?? I'm trying to model a footbridge and I want the deck to rest directly on the column with a elastomeric bearing. Thanks in advance :-)

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