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- 19011 Wood-Sno Road NE,Suite 100 <br /> B1 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E N C I N E E Rr G Fax:425-821-2120 <br /> Pacific Ridge Homes Revision Date: 1/11/2021 <br /> Thelon (Elevations A & B <br /> Vertical Distribution of Lateral Forces <br /> Base Shear. <br /> V= 11.39 kips <br /> Shear Walls: k <br /> F,� = C,, V (Eq. 12.8-11) C,� = . (Eq. 12.8-12) <br /> £n 1 wihk <br /> Diaphragms: <br /> Fpx =0.25DS1 wpx•••[Eq•12.10-2 ((min) <br /> ) <br /> Fpx Fj w\(wpx)...[Eq.12.10-1] Fpx =0.4SDSIewpX...[Eq.12,10-31 (max) <br /> a=x i=x <br /> Strength Design Seismic Forces E) <br /> Lateral Portion of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at i, Force, <br /> Floor Level h. Weight,wX wXhX FX IF,, Moment 1w, Fpx <br /> (from base) M (Kips) (tt Kips) (Kips) (KIPS) (ft-Kips) (Kips) (Kips) <br /> Roof 23.3 27.70 644 7.59 7.59 104 28 7.59 <br /> Floor 2 9.5 34.02 323 3.81 11.39 213 62 8.16 <br /> Totals W= 61.72 Kips <br /> Ew,,h,,= 967 ft-Kips <br /> Strength Design Wind Forces W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level NIS,HX N/S,gHx FJW,HX EM,MHX <br /> (from base) Xps) (Kips) (Kips) (Kips) <br /> Roof 4.67 4.67 7.90 7.90 <br /> Floor 2 4.64 9.31 7.021 14.92 <br /> Diaphragm(ASD) Shear Walls(ASD <br /> Seismic, Wind N/S Wind ENV Seismic, Wind NIS Wind ENV <br /> [0.7E] [0.6W] [0.6W] [0.7E] [0.6VV] [0.6VV] <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 5.31 2.80 4.74 Floor 2 5.31 2.80 4.74 <br /> Floor 2 1 5.72 2.78 4.211 Floor 1 1 2.67 2.78 4.21 <br /> Gara a 1 0.711 0,761 1 GaragaL 0.641 0.76 <br /> Date: 4/6/2022 <br /> Page: L1.5 <br />