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WEST > <br />COAST ,,...... 1 l� rr .� <br />S TRUCTURAC <br />I <br />ENGINEERING, INC. <br />9540 Semiahmoo Parkway (425) 347-8998 <br />#137 wcse.net <br />Blaine, WA 98230 <br />Single Story Shear Wall Design <br />z WAbove 2 WAbove Shear Wall Grid Location: Grid Line : 1 <br />i <br />Misc. Info: <br />I <br />H <br />Overturning Moment (OTM) <br />OTM = 2.4 k-ft <br />Resisting Moment (RM) Aspect Ratio Check (2w/h) = 1.15 <br />W Above = 0.7 kips <br />W Wall = 0.2 kips <br />RM = 2.1 k-ft <br />Uplift Force @ end of Shear all ( T) <br />T = N/A kips <br />Wind or Seismic Critical : S Shear Wall Base Shear (Vb) : 66 plf <br />V t = 1/2(34) 0.089 / 22.9 = 0.066 kif Internal / External ( I/E ) : E <br />Nailing Designation : SW 1 <br />H = 8.0 It L = 4.6 ft <br />Holdown Force ( T) : N/A kips <br />Trib. Length Loading Wall ( A) : 17 ft Holdown Designation <br />Dead Load Above (W above) : 15 psf <br />z W Above 1 W Above Shear Wall Grid Location: Grid Line : 2 <br />v, Misc. Info: <br />Overturning Moment (OTM) <br />OTM = 2.3 k-ft <br />i Wwy, Resisting Moment (RM) Aspect Ratio Check (2w/h) = 0.75 <br />i <br />H _ <br />WAbove - 0.3 kips <br />W Wall = 0.1 kips <br />RM = 1.0 k-ft <br />( I <br />Vb <br />Uplift Force @ end of Shear Wall ( T) <br />T---....C T = N/A kips <br />1 L <br />Wind or Seismic Critical : S Shear Wall Base Shear ( Vb) : 95 plf <br />V t = 1/2 (34) 0.089 / 16 = 0.095 klf Internal / External ( I/E ) : E <br />Nailing Designation : SW 1 <br />H = 8.0 ft L = 3.0 ft <br />Holdown Force ( T } : N/A kips <br />Trib. Length Loading Wall ( A) : 10 It Holdown Designation <br />Dead Load Above (W above) : 15 psf <br />Project: W4861 Sheet No: 14 9/13/2023 <br />