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19011 Wood-Sno Road NE,Suite 100 <br /> BYILWoodinville,WA 98072-4436 <br /> Phone:425-814-WS <br /> E NGI NEERII1 G Fax:425-821-2120 <br /> Benton Square TH Revision Date: 1/11/2021 <br /> Unit Type 'B' <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 8.82 kips <br /> Shear Walls: k <br /> FX = G,,,� V (Eq. 12.8-11) C = wXhX (Eq. 12.8-12) <br /> E7 1 wj hh <br /> Diaphragms: <br /> n n ` Fpx = 0.2SDslewpx ...(Eq.12.10-2] (min) <br /> FpX -- (Ili/Y w� i(wpx ...[Eq.12.10- 11 <br /> i_x t-x Fpx = 0.4SDSIewpx...[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 i, Force, <br /> Floor Level hY Weight,w. wxh, F, IF, Moment Ewi Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 32.2 16.44 529 3.97 3.97 50 16 3.97 <br /> Floor 3 19,71 22.771 4481 3.36 7.33 194 39 4.32 <br /> Floor 2 9.31 21.251 1981 1,491 8.821 2761 60 4.03 <br /> Totals W = 60.46 Kips <br /> Ewxhx= 1175 ft-Kips <br /> Stren th Design Wind Forces W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level NIS,HY NIS,FHx EIW,HY EIW,JHx <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 2.661 2.66 6.02 6:02 <br /> Floor 3 2.74 5.401 6.921 12.94 <br /> Floor 2 2.741 8.141 6.671 19.61 <br /> Diaphragm (ASD) Shear Walls(ASD)_ <br /> Seismic, Wind NIS Wind E/W Seismic, Wind NIS wind E/W <br /> [0.7E] [0.6W] [4.6wj [0.7E] [0.6w] [0.6W] <br /> (kips) I I (kips) I (kips) (kips) I (kips) (kips) I <br /> Roof 2.181 1.60 3. 1 Floor 3 2.181 1.60 3. 1 <br /> Floor 3 1 1.64 4,051 Floor 2 2. 5 1.64 0 5 <br /> Floor 2 2. 2 1.64 92 <br /> Floor 1 I 1.q4j 1.64 4 00 <br /> l 1 <br /> USE: seismic, USE: Seismic, U��� <br /> [o7E] r~-G�tra� G � [0:7E] I-� � CoNrtL� <br /> (kips) (kips) <br /> Roof 3.17 Floor 3 3.17 <br /> Floor 3 3.45 Floor 2 2.69 <br /> Floor 2 3.22 Floor 1 1.19 <br /> Date: 5/30/2023 <br /> Page: 1-1.513 <br />