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// lochsa Client: Sheet: <br /> s n s l n e a r i n g Project: Everett Job No.: 154191 <br /> " da:(102)065A5'T 0oIorador(720t6444246 Shear wall design criteria from RSS Date: 5 2 2018 <br /> Idaho:(208)Nt-nba Alberta 7I40040 g / <br /> Engineer: S.H. <br /> Shear Wall Design Criteria(AC 31&bi) X <br /> Clear Bar Coen(n) <br /> Clear Bar Cover: B Code use: 0MG <br /> Bar Spacing(a) <br /> Vertical Reinforcing Horizontal Reidu.iy <br /> Mn: OCode Use: 0.00 Ion: OCode Usc 0.:X <br /> Max: EaCode Use: 0.00 Max:QCode Usc 0MG <br /> Code Option <br /> Calculate Vc accordng to: 01L5.4.5 0115A.6 <br /> 11.7.2.1 and 11.7.3.1-Mnsake oftsr to o:rmder: 3.03 ; Ore <br /> Structural Wall Category SDC <br /> 0OrdnaryReinforced Concrete Structural Wag SilC6 <br /> Special Reinforced Concrete Structural'A'at <br /> IBC Parameters Resistance Eat for Shear <br /> Cd= 5.00 1= 1.00 0a75 <br /> *0.63 <br /> Tie Sue !#4 <br /> aK I <br /> Lochsa Engineering www.iochsa.com 1-866-606- ( 416 <br />