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  • Users: TomKn
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  1. TomKn

    Footing for Shearwall

    For lateral design for residential structures, especially in ocean area, I often had a hug uplift like 8.k. Then I can spec proper anchor bolt, but I wonder how i can justify the footing size since 8 k is hug, but it will disappear through the entire structure. Would you suggest any better idea?

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