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19011 Wood-Sao Road NE,Suite 100 <br /> IL Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E N GI Fq E E RIIti G Fax:425-821-2120 <br /> Benton Square TH Revision Date: 1/11/2021 <br /> Unit Type 'C' <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 9.48 kips <br /> Shear Walls: k <br /> FX = C,,,, V (Eq. 12.8-11) C,� = wx x (Eq. 12.8-12) <br /> EC ,WiO <br /> Diaphragms_ <br /> n n 1 Fpx =0.2SDSIewpx...[Eq.12.10-2] (min) <br /> Fpx = Fi/Y wi }(wpx)...[Eq.12.10- 11 <br /> i=x i=x Fpx= 0.4SDSIewpx...[Eq.12.10-3](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,wx wXh. F. 7-F, Moment 1w; Fpx <br /> (from base) (ft) (lips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 32.2 17.84 574 4.29 4.29 54 18 4.29 <br /> Floor 3 19.71 24.651 4851 3.62 7.91 209 42 4.67 <br /> Floor 2 9.3 22.531 2101 1.57 9.481 298 65 4.27 <br /> Totals W= 65.02 Kips <br /> Ew„h.= 1269 ft-Kips <br /> Stren h Design Wind Forces W) <br /> Lateral 1 Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,H N/S,2Hx E/W,HY E/W,EH <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 2.66 2.66 6.59 6.59 <br /> Floor 3 2.741 5.40 7.551 14,14 Sra`� b' + 'a&f a"P�Gx <br /> Floor 2 2.74 8.14 7.30 21.44 �+IO2aT GfsSr- <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] j0.7E] [0.6W] [0.6W] <br /> (kips) I (kips) (kips) j (kips) I (kips) (kips) <br /> Roof 3. 0 1.60 3.96 !3; 1,3Z k Floor 3 3. 0 1.60 3.96 3= 1,37- k <br /> Floor 3 3. 7 1.64 4.53)3 (,Sl k Floor 2 2.f 4 1.64 4.53 (3: 1,S t 1` <br /> Floor 2 2. 1.64 4.38�3: t 'ita k Floor 1 1 1.1101 1.64 4.3813;1,Lt 6 k <br /> USE: Seismic, USE: Seismic, <br /> [07E] [0.7E] <br /> (kips) (kips) <br /> Roof 3.431 1 Floor 3 3.43 <br /> Floor 3 374 1 1 Floor 2 2.00 <br /> Floor 2 3.421 Floor 1 1.26 <br /> Date:5/30/2023 <br /> Page: L1.5 C <br />