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  • Effective cross-section stiffnesses are automatically taken into account in accordance with the elements.

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Effective cross-section stiffness multipliers for the in -plane and out-of-plane behavior of linearly modeled walls (basement walls) and floors are taken from TBDY Table 4.2 .

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Effective Section Stiffness Definition for Outside of the Plastic Hinge Region (5.4.5.2)

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