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  • Users: reezyf
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  1. reezyf

    Masonry Wall Maximum reinforcement limits

    When designing an 8" CMU bearing wall for out of plane wind loading I have found that the maximum reinforcing ratio (per MSJC 2011) only allows #5's at 16" max - therefor no reinforcing every cell... I am refering to the maximum reinforcing ratio as discussed in MSJC '11 section 3.3.3.5...

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