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Found 2 results

  1. Ussama Waseem
    Attached are two screenshots of the analysis of a continuous beam. One represents drop of loads from slabs with incorrect meshing(Auto meshing) and the other represents with correct meshing(manual meshing). Apparently, there is a big difference in the analysis results of the two mentioned by the circles. I posted it here to get further elaborations from the members to understand ETABS in a better way. Hope we can dig it more.
  2. hali
    Salam everyone, I have recently started using STAAD Pro for design of concrete. Need help with understanding how to read the plate stress contours to come up with design moment values. The values on the plate read for example 2500 lb-in/in. How do I interpret these results? Thanks
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