Laserfiche WebLink
t r 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone;425-814-8448 <br /> E N GI[`I E E RIN C Fax:425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> Lennon (Elevations A & S <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 11.05 kips <br /> Shear Walls: k <br /> Fx = Cvx V (Eq. 12.8-11) CV, = wxhx (Eq. 12.8-12) <br /> Z 1wihi <br /> Diaphragms: <br /> rl " F -- 0.25 1 wpx-[E 12,10- 2 (min) <br /> l px= DS a q <br /> F[/�x't f��'Px�...[Eq,12,10-1) <br /> [=X i=x / Fpx=0ASDS1ewpx...[Eq.12.10-31(max) <br /> Stren th Design Seismic Forces E <br /> Lateral Portion of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at 1, Force, <br /> Floor Level hx Weight,wx wxhx FM EFx Moment 1w, Fpx <br /> (from base) (it) (Kips) (ft-Kips) (Kips) (Kips) (ft•Kips) (Kips) (Kips) <br /> Roof 23.3 26.10 607 7.23 7.23 99 26 7.23 <br /> Floor 2 9.51 33.76 321 3.821 11.051, 204 64 8.10 <br /> Totals W W 59.86 Kips <br /> Evt+xh.= 928 ft-Kips <br /> Strength D esig n Wind Forces <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,Hx NIS,IHx ENV.Hx ENV,EHx <br /> (from base) (Kips) (Kips) (Kips) KI s <br /> Roof 6.131 6.13 7,15 7.15 <br /> Floor 2 4.62 10.75 6.38 13.53 <br /> Dia hra m ASD Shear Walls ASD <br /> Seismic, Wind NIS Wind ENJ Seismic, Wind NIS Wind ENV <br /> j [0.7E] 10.6WJ 10.6W] [0.7EJ [0.6W) [0.6W] <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 6.061 3.68 4.29 Floor 2 5.06 3.68 4.29 <br /> Floor 2 5.67 2.77 3.83 Floor 1 2.67 2.77 3.83 <br /> Garage 0.73 0.73 Gara a 0.56 0.73 <br /> I <br /> Date: 3131/2022 <br /> Page: L1.5 <br />