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WEST <br /> COAST _ 1624 Grove Street (425)347-8998 <br /> STRUCTURAL—11-`71,1 Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Single Story Shear Wall Design <br /> 2 <br /> Wove 2 vv Above Shear Wall Grid Location: Grid Line: 1 <br /> Misc. Info: <br /> Overturning Moment(OTM) <br /> OTM = 4.6 k-ft <br /> Wwe„ Resisting Moment(RM) Aspect Ratio Check(2w/h)= 1.88 <br /> H j W Above = 0.3 kips <br /> W Wall = 0.4 kips <br /> RM = 2.4 k-ft <br /> Vb <br /> Uplift Force @ end of Shear Wall (T) : <br /> T t C = N/A kips <br /> Wind or Seismic Critical : W Shear Wall Base Shear(Vb) : 77 plf <br /> V t= 1/2(4.61)/30 = 0.077 klf Internal/External(I/E) : E <br /> Nailing Designation : SW1 <br /> H = 8.0 ft L = 7.5 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 /> WAbove W Above Shear Wall Grid Location: Grid Line: 2 <br /> V Misc. Info: <br /> Overturning Moment(OTM) <br /> OTM = 18.3 k-ft <br /> Wwe„ Resisting Moment(RM) Aspect Ratio Check(2w/h)= 11 <br /> H + W Above = 1.6 kips <br /> W Wall = 2.1 kips <br /> RM = 81.3 k-ft <br /> Vb <br /> Uplift Force @ end of Shear Wall(T) : <br /> T L t C = N/A kips <br /> Wind or Seismic Critical : W Shear Wall Base Shear(Vb) : 52 plf <br /> V t= 1/2(4.61)/44 = 0.052 klf Internal/External (I/E) : E <br /> Nailing Designation : SW1 <br /> H = 8.0 ft L = 44.Oft <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: W4371 Sheet No: 30 9/5/2017 <br />