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Found 2 results

  1. Salam everyone. Does anyone know if you can modify insertion points for shell elements in SAP 2000? Regards, Haider Ali
  2. I am trying to understand Shell element behavior . I have modeled a simply supported beam of 24 ft with 1ft thick shell element (Depth 2ft). Meshed Along length 24 and 2 along depth. Applied 3 kip point load at Node along top surface to create a 3 kip/ft loaded simply supported beam of 1 ft Widt...
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