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Found 2 results

  1. umair ahmed
    I'm modeling in etabs, there is a problem with bending moments diagrams and so with etabs model. I have attached the etabs file. Please Help me resolve the issue in the model. PLOT 117-2.EDB
  2. Waqar Saleem
    how the bending moment diagram will be made for a beam span 15' having 1k moving load , assume any other data missing
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