STRUCTURAL DESIGN CALCULATIONS
BLOCKED DIAPHRAGMS UNBLOCKED DIAPHRAGMS Fastener spacing (inches) at diaphragm boundaries (all cases) at continuous panel edges parallel to load (Cases 3, 4), and at all panel edges (Cases 5 and 6) b Fasteners spaced 6”max. At supported edges b 1 64 2 / 2 c 2 c Case 1 (No unblocked edges or continuous joints parallel to load)
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