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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 9 8072-443 6 <br /> Phone:425-814-8448 <br /> E 1NOINEERIN 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 /> F., = C,x V (Eq. 12.8-11) C,� = WXhX (Eq. 12.8-12) <br /> �E=1 Wi ftI <br /> Diaphragms: <br /> n n Fpx =0.2SDslett'px [F9 12.10-2] (mitt} <br /> Fpx= (I Fi/I wi�{wpx}...[Eq.12.10--� 1] <br /> i=x i=x Fpx= 0.4SDs1ewpx...[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 h Weight,wx wxh. Fx IF, Moment T1W; Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips). (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 32.2 17.84 574 4.29 4.29 54 J442 <br /> 4.29 <br /> Floor 3 19.7 24.65 485 3.62 7.91 209 4.67Floor 2 9.3 22.53 210 1.57 9.48 298 4.27 <br /> Totals W = 65.02 Kips <br /> Ewxhx= 1269 ft-Kips <br /> Stren h Design Wind Forces W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,Hx N/S,jHx ENV,HY EJW,T-H% <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 2.661 2.66 6.59 6.59 <br /> Floor 3 2.741 5,401 7.551 14.14 Sra�� S,' I ��f a"P4Gk <br /> Floor 2 2.741 8.141 7.301 21.44 Wc>25T cl�s r- <br /> Diaphra m (ASD) Shear Walls ASD <br /> Seismic,_ Wind N/S Wind E/W Seismic, Wind N/S Wind E/W <br /> [o.7El [0.svvl [o.6wl 10.7E1 [o.swl [o.sW) <br /> (kips) {kips) (kips) (kips) (kips) (kips) <br /> Roof 3-OOJ 1.60 3.96 /3" 1,17 k Floor 3 3.0 0 1.60 3.96 37- k <br /> Floor 3 3.171 1.64 4.53 IS; 1.St k Floor 2 1 . 1.64 4.53 f 3:1,S i V, <br /> Floor 2 2. 9 1.64 4.38 !3, t.'ito K Floor 1 ll.10 1.64 k,. <br /> 4.3813,1,4 in <br /> USE: Seismic, USE: Seismic, <br /> [0.7E) [0.7E] <br /> (lips) (kips) <br /> Roof 3.43 1 Floor 3 3.43 <br /> Floor 3 3.74 1 Floor 2 2.90 <br /> Floor 2 1 3.421 Floor 1 1.26 <br /> Date: 5/30/2023 <br /> Page: L1.5(r <br />