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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NGINEE-RIN 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 /> h <br /> F, = C„, V (Eq. 12.8-11) C„x = wXx (Eq. 12_8-12) <br /> �i==1 wijLk <br /> Diaphragms: <br /> n n l Fpz = 0.2SDslewpz...[Eq.12.10-2] (min) <br /> Fpz = { Fi/l wi ](wpz)...[Eq.12.10- 1] <br /> (_z i=z JJJ 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, Stay Weight at i, Force, <br /> Floor Level hr Weight,ws wxhx Fx £Fx Moment £w; Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips)- (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 1 32.2 17.84 574 4.29 4.29 541 18 4.29 <br /> Floor 3 1 19.71 24.651 4851 3.621 7.91 2091 421 4.67 <br /> Floor 2 1 9-31 22.531 2101 1.571 9A8 2981 651 4.27 <br /> Totals W = 65.02 Kips <br /> lwxhx= 1269 ft-Kips <br /> Stren th Design Wind Forces W <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,Hx N/S,IHx E/W,Hx E/W,£HX <br /> (from base) (Kips) (Kips) (Kips) (Kips) 51P&vAt.1 L A4� Til{2U <br /> Roof 2.66 2.66 6.59 6.59 <br /> Floor 3 2.741 5.401 7.551 14.14 &r vL'r-S, 13c.aGt a"t"�Gk <br /> Floor 2 2.741 8.141 7.301 21.44 Workwr GkSF <br /> Diaphra m (ASD) - Shear Walls (ASD <br /> Seismic, Wind NIS Wind E/W Seismic, Wind N/S Wind E/W <br /> 10.7E1 [0.6W] [0.6W] [0.7E] [0.6W] [0.6W] <br /> (kips) I I (kips) (kips) (kips) (kips) (kips) <br /> Roof 3. 1.60 3.96 /3-., 1.3-k Floor 3 3.0 0 1.60 3.96 /3= 1,37- k <br /> Floor 3 3. 1.64 4.53/3 i,Si k Floor 2 2.1r 4 1.64 4,53115-I,st V,11 <br /> Floor 2 2. 9 1.64 4.38/3: t,y�k Floor 1 1.1 1.64 4.38.3,1,4to k'� <br /> USE: SEo��' USE: seismic, <br /> [0.7E] <br /> (kips) (kips) <br /> Roof 3.431 Floor 3 3.43 <br /> Floor 3 3.78 IFloo 2 _2.90 <br /> Floor 2 3.42 Floor 1 1.26 <br /> Date: 5/30/2023 <br /> Page: L1.5 <br />