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  1. nick6831

    Convergence Problem

    hi aminjamali i will try with your suggestion. thanx
  2. nick6831

    Convergence Problem

    Hello everybody, I am doing a non linear analysis of a I- sec steel column 3 m length considering the imperfections. For imperfections i required a max. deflection of 12 mm at the centre...so i adjusted my load which gives me 12 mm def. at centre...then i used "upgeom" command to simulate the...

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