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4.5.4.7 - Tie beams can be modeled as frame members. The effective section stiffness of tie beams will be determined according to 4.5.8 .
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Topics covered in this section:
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4.5.4.7 - Tie beams can be modeled as frame members. The effective section stiffness of tie beams will be determined according to 4.5.8 .
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