Laserfiche WebLink
19011 Wood-Sno Road NEB,Suite 100 <br /> ? tz Woodinville,WA 98072-4436 <br /> A! Phone:425-814-8449 <br /> Fax;425-821-2120 <br /> lE�GT�E�1�I1`ti C <br /> pacific Ridge Homes Revision Date: 1/110021 <br /> Hudson (Elevations A & 13 <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 12.50 kips <br /> Shear Walls: tiNx k <br /> F,t = C vX V (Eq. 12.8-11) GVX _ (Eq. 12.8-12) <br /> En <br /> W111 <br /> Diaphragms: <br /> / n n Fpx= t}.2SDSIewpx...[Eq.12.10-21(min) <br /> rpx W ` Y Ft X u't�l�'vxI...[Eq.12.10- 1] <br /> i=x t=x <br /> JJJJ Fpx = 0.4SDSIpwpx...[Eq.12.10-3] (max) <br /> Stren th Desi n 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 w hX • Fx )F Moment �4 Fpx <br /> (from base) (R) (Kips) (ft-Kips) (Kips) (Kips) (R-Kips) (Kips) (Kips) <br /> Roof 22.4 29.56 663 8.06 8.06 103 301 8.08 <br /> ji Floor 2 9.6 38.15 366 4.44 12.501 68 9.16 <br /> Totals W= 67.72 Kips <br /> Y-wxhx= 1028 ft-Kips <br /> i <br /> Strength Desi n Wind Forces(W <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level NIS,Hx NIS,jHx EIVV.Hx E/t111,I:H,, <br /> (from base) (Kips) (Kips) (Kips) {Kips) <br /> Roof 4.38 4.38 6.41 6,41 <br /> Floor 2 4.62 9.01 6.83 13.24 <br /> Floor 1 <br /> Dia hragm (ASD Shear Walls ASD <br /> Seismic, Wind NIS Wind FJW Seismic, Wind NIS Wind EW <br /> 10.7E1 10.6Wi [0.6W1 10.7E) [0.6W1 [0.6W1 <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 5.64 2.63 3.84 Floor 2 6.64 2.63 3.84 <br /> Floor 2 6A1 2.77 4.101 Floor 1 3.11 2.77 4.10 <br /> Garage 0.69 0.75 Gara a 0.53 0.75 <br /> Date:6/20/2022 <br /> Page: L1.5 <br />