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  1. Phan

    Connectivity frame-shell or frame-solid ?

    I have experience in 2D modelling but not in 3D. And I have never do prestress before :( I make some prestressed beams whose stiffness is very small in the shell for modelise prestressed forces in the shell. I hope it works but i don't know yet. Thanks for your supervise.
  2. Phan

    Connectivity frame-shell or frame-solid ?

    Hi every one, Actually, I start to use SAP2000 V6.11 to modelise a building whose slab is prestressed and which is a wall supporting building. I'd like to know if I can make a 3D model of this building and how can I deal with the connectivity problems ? Thanks, Phan

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