Laserfiche WebLink
, . <br /> B [I] 4 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> ENGINEE•RIP-G Fax:425-821-2120 <br /> Sage Homes Revision Date: 1/11/2021 <br /> Harbors Edge TH -4-Plex (Units 6-9) <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 35.97 kips <br /> Shear Walls: <br /> k <br /> FX = Cy, V (Eq. 12.8-11) C = n xhx k (Eq. 12.8-12) <br /> Ei1 wihit <br /> Diaphragms: <br /> Fpx = (i=x <br /> Ft/ wf l(wpx)...[Eq.12.10-1] Fpx =0.2SDSIewpx...[Eq.12.10-2](min) <br /> i x Fpx = 0.4SDsIewpx...[Eq.12.10-3](max) <br /> Stren9th 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 Ewr Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 29.5 70.00 2065 16.23 16.23 170 70 16.23 <br /> Floor 3 19.0 91.28 1734 13.63 29.85 738 161 17.23 <br /> Floor 2 _ 9.0 86.52 779 6.12 35.97 1061 248 16.33 <br /> Totals W= 247.80 Kips <br /> Zwxhx= 4578 ft-Kips <br /> Stren9th Design Wind Forces(W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,Hx N/S,FHx E/W,Hx E/W,Dix <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 8.77 8.77 4.16 4.16 <br /> Floor 3 14.39 23.15 7.68 11.84 <br /> Floor 2 14.38 37.53 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 11.36 5.26 2.50 Floor 3 11.36 5.26 2.50 <br /> Floor 3 12.06 8.63 4.61 Floor 2 9.54 8.63 4.61 <br /> Floor 2 11.43 8.63 4.58 Floor 1 4.28 8.63 4.58 <br /> Date:5/16/2023 <br /> Page: L1.5 <br />