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Deflection <br />Cd = 4.5 deflection amplification factor Ie = 1.0 importance factor Risk Category I or II <br />vmax using =1.0 <br />Ga <br />Case I: Shear Force Direction To The Right <br />E1 <br />a1 (no uplift) <br />w = 8vmaxh3/E1AC1 + vmaxh/1000GaCub + ha1/Li <br />x <br />x < 2.0%OK <br />Case II: Shear Force Direction To The Left <br />E2 <br />a2 (no uplift) <br />w = 8vmaxh3/E2AC2 + vmaxh/1000GaCub + ha2/Li <br />x <br />x < 2.0%OK <br />= 0.077'' + 0.134'' + 0'' = 0.211'' <br />= 1,600,000 psi <br />= Cdw/Ie = 0.95'' <br />= (0.128'')T₂/øT₂ <br />= Cdw/Ie = 0.95'' <br />= 0.772% <br />= 0.772% <br />= 1,600,000 psi <br />= x/H <br />= x/H <br />= 10 kip/in <br />= (0.128'')T₁/øT₁ <br />=V/nCubCARFLi <br />= 0.0'' <br />= 0.0'' <br />= 0.077'' + 0.134'' + 0'' = 0.211'' <br />= 159 plf <br />ADU 1123 Magnolia Ave. <br />Proj. No. 16113.00 09/30/24 <br />30 <br />1123 S Magnolia Ave <br />Unit# 22/19/2025