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4 <br /> WEST 1-7_1 :114,_ 1624 Grove Street (425)347-8998 <br /> COAST <br /> STRUCTURALSuite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Two Story Shear Wall Design <br /> zw� ;WUow. <br /> i Shear Wall Grid Location: Grid Line: E <br /> Misc. Info: <br /> wu—r".o <br /> Overturning Moment(OTM) <br /> H upper OTM = 7.3 k-ft <br /> }wI«. I t^'`°~' Resisting Moment(RM) Aspect Ratio Check(2w/h)= 0.65 <br /> 1 �m H total W Above = 0.1 kips <br /> W Middle= 0.1 kips <br /> W Wall = 0.3 kips <br /> H lower + RM = 0.5 k-ft <br /> Uplift Force @ end of Shear Wall(T) : <br /> T l L f c T = 2.6 kips <br /> Wind or Seismic Critical : S Shear Wall Base Shear(Vb) : 217 plf <br /> V t : 1/2(24)0.102/10.5 = 0.117 klf Internal/External(I/E) : E <br /> V m : 1/2(24)0.088/10.5 = 0.100 klf Nailing Designation : SW2 <br /> H upper= 9.0 ft H lower= 8.0 ft H total= 17.0 ft <br /> L = 2.6 ft Holdown Force(T) : 2.6 kips <br /> Trib. Length Upper(A) : 4 ft Lower(M) : 4 ft Holdown Designation : STHD8 <br /> Dead Load Above(w above) : 15 psf Lower(w lower) : 10 psf <br /> iwuwa i v'/° <br /> i v, _ Shear Wall Grid Location: Grid Line: 3 <br /> Misc. Info: <br /> Overturning Moment(OTM) <br /> H upper OTM = 29.5 k-ft <br /> iw',-" }w�,•' Resisting Moment(RM) Aspect Ratio Check(2w/h)= 4.5 <br /> > v. V H total W Above = 0.6 kips <br /> W Middle= 0.4 kips <br /> W Wall = 1.8 kips <br /> w�..,w.. <br /> H lower RM = 26.2 k-ft <br /> ,, <br /> Uplift Force @ end of Shear Wall (T) : <br /> T = N/A kips <br /> TI 11 L Ic <br /> Wind or Seismic Critical : W Shear Wall Base Shear(Vb) : 133 plf <br /> V t : 1/2(4.61)/36 = 0.064 klf Internal/External(I/E) : E <br /> V m : 1/2(5)/36 = 0.069 klf Nailing Designation : SW1 <br /> H upper= 9.0 ft H lower= 8.0 ft H total= 17.0 ft <br /> L = 18.0 ft Holdown Force(T) : N/A kips <br /> Trib. Length Upper(A) : 4 ft Lower(M) : 4 ft Holdown Designation : - <br /> Dead Load Above(w above) : 15 psf Lower(w lower) : 10 psf <br /> Project: W4371 Sheet No: 33 9/5/2017 <br />