Laserfiche WebLink
• 1110 <br /> Sure-Board Shear Wall Deflection <br /> Per IBC 2021 <br /> A_ 2vh3 +ctoi2(pctcs ) <br /> + (a, 25... {W iv) IAPMO-ER-126 <br /> 3EsAgb <br /> h <br /> + (_)6aixohor€zg9 <br /> Eq.3.2.1.3.1a <br /> v= 31 lb/in Unit Shear(ASD) <br /> h= 84 in Shear Wall Height <br /> Es= 29500000 psi End Posts of Shear Wall <br /> Ac= 0.68 in2 Area of End Posts (2)362S162-43 <br /> b= 183 in Shear Wall Length <br /> Ga 11300000 psi <br /> w1 1 fastener spacing 6" <br /> w2 0.77 stud thickness 43 mil <br /> w3 0.48 aspect ratio <br /> w4 1 steel strength <br /> ts_sb 0.0269 in <br /> B 126.16 <br /> a 2.566 <br /> 0.0033 <br /> 0.0065 <br /> 0.00970 <br /> 0 (No net uplift) <br /> Ssw= 0.02 in <br /> Cd= 4 <br /> Ssi= 0.08 in <br /> rillQuantum Consulting Engineers LLC Project: WATERLINE Date: 10/4/23 Job No: 23208.01 <br /> 1511 Third Avenue,Suite 323 Designer: Sheet: <br /> Seattle,WA 98101 Client: 2812 ARCH Checked: <br /> \SI13 <br />