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Chapter 4 FLOOR CONSTRUCTION

Chapter 4 FLOOR CONSTRUCTION

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Therefore, depending on the actual back-span-to-cantilever-length ratio, the back-span end of the double cantilever joists supporting the ends of a braced wall may need to provide uplift restraint as much as twice than that listed in IRC Table R502.3.3(1). However, because the magnitude of the uplift load at the back-span

  Chapter, Construction, Floor, Span, Chapter 4 floor construction

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