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Fluids

beginner question about wind loading on a structure

    • bobdog
      Subscriber
      HinThis is a dumb question. I want to put wind loading into a static structural workbench simulation for a free standing structure. I want to be able to change the direction easily.nnCan I just apply this as a pressure, in say, the x direction using components instead of normal? Somehow that doesn't seem right to me.What is the usual way to model a static maximum wind load on a structure fixed at the base?thank you for any helpn
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