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Sap 2000: shear wall

Sap 2000: shear wall

Sap 2000: shear wall

(OP)
May I use frame elementes with end offset for modeling shear walls?

RE: Sap 2000: shear wall

My opinion is that yes, you can.

If the shearwalls form a core then you may need to model directly rigid links as an alternative (out of the more complicate relationship to the center of gravity of the core line element.

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