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WEST 9540 Semiahmoo Parkway (425)347-8998 <br /> COAST _ <br /> STRUCTURAL #137 wcse.net <br /> ENGINEERING,INC. Blaine,WA98230 <br /> Single Story Shear Wall Design <br /> W Above 2 W Above Shear Wall Grid Location: Grid Line : 1 <br /> _ _vim Misc. Info: <br /> Overturning Moment (OTM) <br /> OTM = 11.2 k-ft <br /> Wlwall Resisting Moment (RM) Aspect Ratio Check(2w/h) = 9 <br /> H 1 W Above = 1.3 kips <br /> W Wall = 1.7 kips <br /> RM = 54.4 k-ft <br /> V b <br /> Uplift Force @ end of Shear Wall (T) : <br /> T �_..._ L C T = N/A kips <br /> Wind or Seismic Critical : S Shear Wall Base Shear(Vb) : 39 plf <br /> V t= 1/2(2.97)/38 = 0.039 klf Internal/External ( I/E ) : E <br /> Nailing Designation : SW1 <br /> H = 8.0 ft L = 36.0ft <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 /> W Above 2 W Above Shear Wall Grid Location: Grid Line : 2 <br /> Misc. Info: <br /> Overturning Moment (OTM) <br /> OTM = 11.2 k-ft <br /> Wwa„ Resisting Moment(RM) Aspect Ratio Check(2w/h) = 8.5 <br /> H W Above = 1.2 kips <br /> W Wall = 1.6 kips <br /> RM = 48.6 k-ft <br /> Vb <br /> } Y Uplift Force @ end of Shear Wall (T) : <br /> T f L A C T = N/A kips <br /> Wind or Seismic Critical : S Shear Wall Base Shear( Vb ) : 41 plf <br /> V t= 1/2(2.97)/36 = 0.041 klf Internal/External ( I/E ) : E <br /> Nailing Designation : SW1 <br /> H = 8.0 ft L = 34.0 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 /> Project: W4737 Sheet No: 18 3/11/2022 <br />