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WEST 1624 Grove Street (425)347-8998 <br /> COAST <br /> STRUCTURAL Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Single Story Shear Wall Design <br /> .Above WAbove Shear Wall Grid Location: Grid Line : A <br /> Misc. Info: <br /> vt <br /> Overturning Moment(OTM) <br /> OTM = 4.8 k-ft <br /> W WB„ Resisting Moment(RM) Aspect Ratio Check(2w/h)= 1.7 <br /> H j W Above = 0.2 kips <br /> W Wail = 0.3 kips <br /> RM = 1.9 k-ft <br /> V b <br /> Uplift Force @ end of Shear Wall (T) : <br /> T t C = N/A kips <br /> Wind or Seismic Critical : S Shear Wall Base Shear(Vb) : 88 plf <br /> V t= 1/2(4.81)/27.25 = 0.088 klf Internal/External (I/E) : E <br /> Nailing Designation : SW1 <br /> H = 8.0 ft L = 6.8 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 WAbove Shear Wall Grid Location: Grid Line: B <br /> Misc. Info: <br /> t <br /> Overturning Moment(OTM) <br /> OTM = 3.2 k-ft <br /> Wwe„ Resisting Moment(RM) Aspect Ratio Check(2w/h)= 1.06 <br /> H + W Above = 0.9 kips <br /> W Wall = 0.2 kips <br /> RM = 2.4 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 : S Shear Wall Base Shear(Vb) : 94 plf <br /> V t= 1/2(4.81)/25.5 = 0.094 klf Internal/External(I/E) : E <br /> Nailing Designation : SW1 <br /> H = 8.0 ft L = 4.3 ft <br /> Holdown Force(T) : N/A kips <br /> Trib. Length Loading Wall(A) : 24 ft Holdown Designation : - <br /> Dead Load Above(W above) : 15 psf <br /> Project: W4371 Sheet No: 29 9/5/2017 <br />