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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 using 6'' spacing for unblocked shearwalls per NDS 4.3.2.2 <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 />= 0.039'' + 0.085'' + 0'' = 0.124'' <br />= 1,600,000 psi <br />= Cdw/Ie = 0.556'' <br />= (0.128'')T₂/øT₂ <br />= Cdw/Ie = 0.556'' <br />= 0.452% <br />= 0.452% <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 />= 0.039'' + 0.085'' + 0'' = 0.124'' <br />= 80 plf <br />ADU 1123 Magnolia Ave. <br />Proj. No. 16113.00 09/30/24 <br />18 <br />1123 S Magnolia Ave <br />Unit# 22/19/2025