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  • Users: giofed
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  1. giofed

    SAP 2000 Shell twisting moment

    Hello all, I was convinced that the M12 component in a shell element was equivalent to the torsional moment. But I made a benchmark with a prismatic element (1x1 sectional dimentsions), fixed at one end, with a torsional moment of 1.0 at the free edge. The element is sufficiently long (14.0). I...
  2. giofed

    SAP2000 shrinkage test

    Hello, I am trying to check SAP2000 calculations for time dependent effects. Specifically I want to match some numbers of shrinkage. My test structure is a frame 1 m lentgh and a section of 1.0m by 1.0m. The material is the default 4000Psi concrete. The shrink model is the MC90 with a humidity...

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