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Y t <br /> B _ 1]: 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NGI NEERII G Fax:425-821-2120 <br /> Sage Homes Revision Date: 1/11/2021 <br /> Harbors Edge TH - 7-Rex <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 62.95 kips <br /> Shear Walls: k <br /> Fx = C„ V (Eq. 12.8-11) C vx = wxhx (Eq. 12.8-12) <br /> �il 1 wlhk <br /> Diaphragms: <br /> n n ll Fpx = 0.2SDslewpx...[Eq.12.10- 2](min) <br /> Fpx = C)Fi/)wil(wpx)...[Eq.12.10- 1] <br /> -x c=x Fpx = 0.4SDslewpx...[Eq.12.10-3] (max) <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 hx Weight,wx wxhx Fx EFx Moment Ewi Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 29.5 122.50 3614 28.40 28.40 298 123 28.40 <br /> Floor 3 19.0 159.73 3035 23.85 52.24 1291 282 30.14 <br /> Floor 2 9.0 151.42 1363 10.71 62.95 1857 434 28.57 <br /> Totals W= 433.65 Kips <br /> Ewxhx= 8011 ft-Kips <br /> Strength Design Wind Forces(W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,Hx N/S,1Hx E/W,Fix E/W,EHx <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 15.34 15.34 4.16 4.16 <br /> Floor 3 24.66 40.00 7.68 11.84 <br /> Floor 2 24.65 64.66 7.63 19.47 <br /> Diaphragm(ASD) Shear Walls(ASD) <br /> Seismic, Wind N/S Wind E/W Seismic, Wind N/S Wind E/W <br /> [0.7E] [0.6W] [0.6W] [0.7E] [0.6W] [0.6W] <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 19.88 9.21 2.50 Floor 3 19.88 9.21 2.50 <br /> Floor 3 21.10 14.80 4.61 Floor 2 16.69 14.80 4.61 <br /> Floor 2 20.00 14.79 4.58 Floor 1 7.50 14.79 4.58 <br /> • <br /> Date: 8/29/2022 <br /> • Page: L1.5 <br />