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, ,.... <br /> , `WEST it 7 ^ <br /> COAST <br /> — "' ( 9540 Semiahmoo Parkway (425)347-8998 <br /> STRUCTURAL` 7-`` <br /> vi #137 wcse.net <br /> 11 <br /> ENGINEERING,INC. Blaine,WA98230 <br /> Single Story Shear Wall Design <br /> z WAbove z WAbove Shear Wall Grid Location: Grid Line : 1 <br /> Misc. Info: <br /> Overturning Moment (OTM) <br /> OTM = 2.4 k-ft <br /> W wail Resisting Moment(RM) Aspect Ratio Check(2w/h)= 1.15 <br /> H W Above = 0.7 kips <br /> W Wall = 0.2 kips <br /> RM = 2.1 k-ft <br /> Vb <br /> 1..._ Uplift Force @ end of Shear Wall (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 klf Internal/External ( I/E) : E <br /> Nailing Designation : SW1 <br /> H = 8.0 ft 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 /> W Above 2 W Above Shear Wall Grid Location: Grid Line: 2 <br /> vt Misc. Info: <br /> Overturning Moment (OTM) <br /> OTM = 2.3 k-ft <br /> Wwa„ Resisting Moment(RM) Aspect Ratio Check(2w/h)= 0.75 <br /> H W Above = 0.3 kips <br /> W Wall = 0.1 kips <br /> RM = 1.0 k-ft <br /> — - Uplift Force @ end of Shear Wall (T) : <br /> = N/A kips <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 : SW1 <br /> H = 8.0 ft L = 3.0 ft <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: 14 9/13/2023 <br />