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lrfd 003 - DESIGN ADJUSTMENT FACTORS Table 3 6D Group...

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Unformatted text preview: DESIGN ADJUSTMENT FACTORS Table 3. 6D Group Action Factors, Cg, for 4" Shear Plate Connectors with Steel Side Plates1 For 8 = 9", E = 1,400 ksi, E : 30,000 ksi / wood steel Number 0 asteners In a row _|. 01 -I> DJ 03 N O [\3 01 O h on 1 Tabulated group action factors (C3) are conservalive for 25/8" shear plate connectors or s < 9". AMERICAN WOOD COUNCIL ...
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