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1 'y <br />WEST <br />COAST <br />STRUCTURAL' =` ..... }' 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 W Above 2 W Above Shear Wall Grid Location: Grid Line : A <br />i Vt Misc. Info: <br />Overturning Moment (OTM) <br />OTM = 8.4 k-ft <br />Wwall Resisting Moment (RM) Aspect Ratio Check (2w/h) = 3.13 <br />H 1 W Above = 0.5 kips <br />W Wall = 0.6 kips <br />RM = 6.6 k-ft <br />vb <br />Uplift Force @ end of Shear Wall ( T) <br />T.. -- --------- C <br />T = N/A kips <br />Wind or Seismic Critical : W Shear Wall Base Shear ( Vb) : 84 pif <br />V It = 1/2 (40) 0.114 / 27 = 0.084 klf Internal / External ( I/E) : E <br />Nailing Designation : SW 1 <br />H= 8.0 ft L= 12.5ft <br />Holdown Force (T) : N/A kips <br />Trib. Length Loading Wall ( A) : 4 ft Holdown Designation <br />Dead Load Above (W above) : 15 psf <br />1 W Above 2 W Ab-o Shear Wall Grid Location: Grid Line : B <br />V1 I Misc.Info: <br />H <br />Overturning Moment (OTM) <br />OTM = 18.0 k-ft <br />Resisting Moment (RM) Aspect Ratio Check (2w/h) = 8.5 <br />W Above = 3.1 kips <br />W Wall = 1.6 kips <br />RM = 79.8 k-ft <br />Uplift Force @ end of Shear Wall ( T) <br />-.-�__ i C T = N/A kips <br />T <br />r L -- -- <br />Wind or Seismic Critical : W Shear Wall Base Shear { Vb) : 66 plf <br />V t = 1/2 (40) 0.114 / 34 = 0.066 klf Internal / External ( I/E) : E <br />Nailing Designation: SW1 <br />H= 8.0 ft L= 34.0ft <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: 13 9/13/2023 <br />