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  1. structuralbug

    convert combs to nonlinear cases or use combs of individual nonlinear cases?

    Dear all, I'm looking at modelling a cable stayed bridge in SAP2000, one of the issues seems unclear to me is about creating the nonlinear loadcases. I'm thinking to make individual nonlinear cases first (i.e. dead&prestress, wind, thermal, traffic etc.), then to make combinations of them...

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