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  • When the frame is in the 1-2 local plane of the shell, model the frame such that it extends the length of the shell object and connects to two shell joints. All forces but shear (axial, torsion, and moments) should be released at the far end of the frame object.
  • When Similarly, when the frame is normal to the 1-2 local plane of the shell, similarly, model a small frame object within the plane of the shell, and release the moment at the far end of the frame object.

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