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19011 Wood-Sno Road NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Phone:425-814-8448 <br />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= <br />Shear Walls: <br />Fx= CxV <br />9.48 kips <br />(Eq. 12.8-11) <br />Diaphragms: <br />n n 1 <br />Fpx = Fi wi f (wpx) ... [Eq.12.10 - 1] <br />i=x i=x <br />wxhX <br />L k i=lwin <br />Fpx = 0.2SDSIewpx ... [Eq.12.10 - 2] (min) <br />Fpx = 0.4SDSIewpx ... [Eq.12.10 - 3] (max) <br />Strength Design Seismic Forces (E) <br />Floor Level <br />(from base) <br />Height, <br />In. <br />(ft) <br />Story <br />Weight, w, <br />(Kips) <br />wxh, <br />(ft-Kips) <br />Lateral <br />Force, <br />F, <br />(Kips)- <br />Story Shear, <br />F.F, <br />(Kips) <br />Story <br />Moment <br />(it -Kips) <br />Portion of <br />Weight at i, <br />Ew; <br />(Kips). <br />Diaphragm <br />Force, <br />Fpx <br />(Kips) <br />Roof <br />32.2 <br />17.84 <br />574 <br />4.29 <br />4.29 <br />54 <br />18 <br />4.29 <br />Floor 3 <br />19.7 <br />24.65 <br />485 <br />3.62 <br />7.91 <br />209 <br />42 <br />4.67 <br />Floor 2 <br />9.3 <br />22.53 <br />210 <br />1.57 <br />9.48 <br />298 <br />65 <br />4.27 <br />Totals W = 65.02 Kips <br />Ewxhx = 1269 ft-Kips <br />Strength Design Wind Forces W <br />Floor Level <br />(from base) <br />Lateral <br />Force <br />NIS, H, <br />(Kips) <br />Story Shear <br />NIS, jHx <br />(Kips) <br />Lateral <br />Force <br />E/W, H, <br />(Kips) <br />Story Shear <br />E/W, EH, <br />(Kips) <br />Roof <br />2.66 <br />2.66 <br />6.59 <br />6.59 <br />Floor 3 <br />2.74 <br />5.40 <br />7.55 <br />14.14 <br />Floor 2 <br />2.74 <br />8.14 <br />7.30 <br />21.44 <br />Seismic, <br />Wind NIS <br />Wind E/W <br />[0.7E] <br />[O.6WJ <br />I <br />[0.6W] <br />(kips) <br />(kips) <br />(kips) <br />Roof <br />3.0 <br />1.60 <br />3.96 <br />13-, I,17 k <br />loot 3 <br />3. <br />7 1.64 <br />4.53 <br />)g : (,Si k <br />A" Wup I <br />loor 2 <br />2.991 <br />USE: <br />Seismic, <br />[o.7E] <br />(kips) <br />Roof <br />3.43 <br />Floor 3 <br />3.74 <br />Floor 2 <br />3.42 <br />5PhC-Ap L Dhm TR/tU <br />SrnVLgy, Ci eG/ a-ft-Gx <br />Woriat LhSF <br />Shear Walls (ASD <br />Seismic, Wind NIS Wind E/W <br />[0.7E] I [0.6W] <br />1 <br />USE: Seismic, <br />[0.7E) <br />(kips) <br />Floor 3 3.43 <br />Floor2 2.90 <br />Floor 1 1.26 <br />3 = 1,37- k <br />3.I.SrY <br />x,I,46k <br />Date: 5/30/2023 <br />Page: 1-1.5 C <br />