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2305.3.8.2.7 Compression Chords
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Each end of each perforated shear wall segment shall be designed for a compression chord force, C, equal to the tension chord uplift force, T, calculated in Section 2305.3.8.2.4.
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2305.3.8.2.7 Wood, Compression Chords
Each end of each perforated shear wall segment shall be designed for a compression chord force, C , equal to the tension chord uplift force, T ...
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