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WEST — 9540 Semiahmoo Parkway (425)347-8998 <br /> COAST <br /> STRUCTURAL #137 wcse.net <br /> ENGINEERING,INC. Blaine,WA 98230 <br /> Single Story Shear Wall Design <br /> W Above 2 W Above Shear Wall Grid Location: Grid Line : A <br /> vt Misc. Info: <br /> Overturning Moment (OTM) <br /> OTM = 3.0 k-ft <br /> W Wan Resisting Moment (RM) Aspect Ratio Check(2w/h)= 1.25 <br /> H W Above = 0.2 kips <br /> W Wall = 0.2 kips <br /> RM = 1.1 k-ft <br /> Vb <br /> Uplift Force @ end of Shear Wall (T) : <br /> T L C T = N/A kips <br /> Wind or Seismic Critical : W Shear Wall Base Shear( Vb ) : 74 plf <br /> V t= 1/2(2.97)/20 = 0.074 klf Internal/ External ( I/E) : E <br /> Nailing Designation : SW1 <br /> H = 8.0 ft L = 5.0 ft <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 /> 2 W Above W Above Shear Wall Grid Location: Grid Line : B <br /> v i Misc. Info: <br /> Overturning Moment (OTM) <br /> OTM = 2.0 k-ft <br /> W Wall Resisting Moment(RM) Aspect Ratio Check(2w/h)= 0.73 <br /> H + W Above = 0.3 kips <br /> W Wall = 0.1 kips <br /> RM = 0.6 k-ft <br /> Vb <br /> } } _ Uplift Force @ end of Shear Wall (T) : <br /> T C T = N/A kips <br /> Wind or Seismic Critical : W Shear Wall Base Shear(Vb) : 86 plf <br /> V t= 1/2(2.97)/17.1 = 0.086 klf Internal/ External ( I/E) : E <br /> Nailing Designation : SW1 <br /> H = 8.0 ft L = 2.9 ft <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 /> Project: W4737 Sheet No: 17 3/11/2022 <br />