Question: The plane stress element only has in-plane displacements, while the frame element resists displacements and rotations. How can we combine the plane stress and beam

The plane stress element only has in-plane displacements, while the frame element resists displacements and rotations. How can we combine the plane stress and beam elements and still insure compatibility? That is, how can we make sure the frame element and plane stress element remain together?

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