9540 HOLLY DR 2025-07-17 - Laserfiche WebLink

WEST 1 r i s TORUCTURALAST I 9540 Semiahmoo Parkway (425) 347-8998 A , #137 wcse.net ENGINEERING, INC. Blaine, WA98230 wu— 2 w— I w,� — H upper I j...-..,t_. -_v�'._........._<'. r H total w— H lower I vn I -� ql T +— L C Two Story Shear Wall Design Shear Wall Grid Location: Grid Line: C & D Misc. Info: Overturning Moment (OTM) OTM = 49.7 k-ft Resisting Moment (RM) W Above = 1.1 kips W Middle = 0.7 kips W Wall = 3.1 kips RM = 72.9 k-ft Aspect Ratio Check (2w/h) = 7.5 Uplift Force @ end of Shear Wall ( T) T = N/A kips Wind or Seismic Critical : W V t : 1/2(4.54)/32 = 0.071 klf V m : 1/2(3.59)/32 = = 0.056 klf H upper = 9.0 ft H lower = 8.0 ft H total = 17.0 ft L = 30.0 ft Trib. Length Upper ( A ) : 4 ft Lower ( M) : 4 ft Dead Load Above ( w above ) : 15 psf Lower ( w lower) : 10 psf Shear Wall Base Shear ( Vb) : 127 plf Internal / External ( I/E ) : E Nailing Designation : SW 1 Holdown Force (T) : N/A kips Holdown Designation Shear Wall Grid Location: Grid Line : 3 Misc. Info: Overturning Moment (OTM) OTM = 36.1 k-ft Resisting Moment (RM) Aspect Ratio Check (2w/h) = 8 W Above = 2.9 kips W Middle = 0.8 kips W Wall = 3.3 kips RM = 110.E k-ft Uplift Force @ end of Shear Wall ( T) T = N/A kips Wind or Seismic Critical : W V t : 1 /2(3.03)/32 = 0.047 klf V m : 1/2(2.65)/32 = 0.041 klf H upper = 9.0 ft H lower = 8.0 ft H total = 17.0 ft L = 32.0 ft Trib. Length Upper ( A ) Dead Load Above ( w above) 10 ft Lower ( M) : 4 ft 15 psf Lower ( w lower) : 10 psf Shear Wall Base Shear ( Vb) : 88 plf Internal / External ( I/E) : E Nailing Designation : SW 1 Holdown Force (T) : N/A kips Holdown Designation Project: W4861 Sheet No: 16 9/13/2023