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Moment frames with tension-only bracing for diaphragm

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UBC Table 16-N seems to be concerned with vertical lataral resisting system only. What if one uses tension-only bracing for diaphragms and use (ordinary/special) moment frames for the vertical system. Should the R value be 2.8 for the building? Thanks.

 

Suresh Acharya, S.E.

Richmond, CA