9536 HOLLY DR 2025-07-10 - Laserfiche WebLink

WEST t !r I ,• COAST i j— i [ i 9540 Semiahmoo Parkway (425)347-8998 STRUCTURAL .,, I 1 (' #137 wcse.net ENGINEERING,INC. I Blaine,WA 98230 Two Story Shear Wall Design " ` ._T Shear Wall Grid Location: Grid Line: C& D Misc. Info: 1 H upper Overturning Moment (OTM) OTM = 49.7 k-ft iw�, ;w,— Resisting Moment(RM) Aspect Ratio Check(2w/h)= 7.5 1 .2 f 1 "' H told W Above = 1.1 kips W Middle= 0.7 kips W Wall = 3.1 kips I H lower RM = 72.9 k-ft Uplift Force @ end of Shear Wall (T) : r. y T = N/A kips Tr- L C Wind or Seismic Critical : W Shear Wall Base Shear(Vb) : 127 plf V t : 1/2(4.54)/32 = 0.071 klf Internal/External( I/E) : E V m : 1/2(3.59)/32= 0.056 klf Nailing Designation : SW1 H upper= 9.0 ft H lower= 8.0 ft H total= 17.0 ft L = 30.0 ft Holdown Force(T) : N/A kips Trib. Length Upper (A) : 4 ft Lower( M) : 4 ft Holdown Designation : Dead Load Above(w above) : 15 psf Lower(w lower) : 10 psf t t Shear Wall Grid Location: Grid Line : 3 r ... Misc. Info: Overturning Moment (OTM) H upper I i OTM = 36.1 k-ft ! Resisting Moment (RM) Aspect Ratio Check(2w/h) = 8 1 .-_--- --.. ...- 1 H total W Above = 2.9 kips W Middle= 0.8 kips W Wall = 3.3 kips H lower I RM _ 110.6 k-ft v Uplift Force @ end of Shear Wall (T) : I... �. i T = N/A kips T __.._ L ._ _t C Wind or Seismic Critical : W Shear Wall Base Shear(Vb) : 88 plf V t : 1/2(3.03)/32 = 0.047 klf Internal/External( I/E) : E V m : 1/2(2.65)/32 = 0.041 klf Nailing Designation : SW1 H upper= 9.0 ft H lower= 8.0 ft H total= 17.0 ft L = 32.0 ft Holdown Force(T) : N/A kips Trib. Length Upper(A) : 10 ft Lower( M) : 4 ft Holdown Designation : Dead Load Above(w above) : 15 psf Lower(w lower) : 10 psf Project: W4861 Sheet No: 16 9/13/2023