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WEST t r <br /> COAST jr I � 9540 Semiahmoo Parkway (425)347-8998 <br /> STRUCTURAL` 1 f #137 wcse.net <br /> ENGINEERING,INC. Blaine,WA98230 <br /> Single Story Shear Wall Design <br /> 2 WAbove 2 WAbove Shear Wall Grid Location: Grid Line : A <br /> Misc. Info: <br /> y... <br /> Overturning Moment (OTM) <br /> OTM = 8.4 k-ft <br /> Wwa„ Resisting Moment(RM) Aspect Ratio Check(2w/h)= 3.13 <br /> H WAbove = 0.5 kips <br /> W Wall = 0.6 kips <br /> RM = 6.6 k-ft <br /> Vb <br /> 1.........._. '.: ', .. ~: .. Uplift Force @ end of Shear Wall (T) : <br /> 4 T = N/A kips <br /> Wind or Seismic Critical : W Shear Wall Base Shear(Vb) : 84 plf <br /> V t= 1/2 (40) 0.114/27 = 0.084 klf Internal/External ( I/E) : E <br /> Nailing Designation : SW1 <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 /> 2 W Above z W Above Shear Wall Grid Location: Grid Line: B <br /> vt^} Misc. Info: <br /> Overturning Moment (OTM) <br /> OTM = 18.0 k-ft <br /> Wwai Resisting Moment(RM) Aspect Ratio Check(2w/h)= 8.5 <br /> H V W Above = 3.1 kips <br /> W Wall = 1.6 kips <br /> RM = 79.8 k-ft <br /> Vb <br /> Uplift Force @ end of Shear Wall (T) : <br /> T 1 T = N/A kips <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 ft Holdown Designation : - <br /> Dead Load Above(W above) : 15 psf <br /> Project: W4861 Sheet No: 13 9/13/2023 <br />