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tilt �� . tci <br />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 'B' <br />Vertical Distribution of Lateral Forces <br />Base Shear: <br />V = 8.82 kips <br />Shear Walls: w hk <br />Fx = Cv,� V (Eq. 12.8-11) C = x x (Eq. 12.8-12) <br />E" lwihk <br />Diaphragms: <br />n n <br />FT, = (I Ft Y, IN) (wpx) ... [Eq.12.10 - 11 <br />i=x t_x <br />Fpx = 0.2SDsfewpx ... [Eq.12.10 - 2] (min) <br />Fpx = 0.4SDSfewpx ... [Eq.12.10 - 3] (max) <br />Strength Design Seismic Forces E <br />Floor Level <br />(from base) <br />Height, <br />h, <br />(ft) <br />Story <br />Weight, w, <br />(Kips) <br />w,h, <br />(fl-Kips) <br />Lateral <br />Force, <br />F, <br />(Kips) <br />Story Shear, <br />EF, <br />(Kips) <br />Story <br />Moment <br />(ft-Kips) <br />Portion of <br />Weight at i, <br />£.w; <br />(Kips) <br />Diaphragm <br />Force, <br />Fpx <br />(Kips) <br />Roof <br />32.2 <br />16.44 <br />529 <br />3.97 <br />3.97 <br />50 <br />16 <br />3.97 <br />Floor 3 <br />19.7 <br />22.77 <br />448 <br />3.36 <br />7.33 <br />194 <br />39 <br />4.32 <br />Floor 2 <br />9.3 <br />21.25 <br />198 <br />1.49 <br />8.82 <br />276 <br />60 <br />4.03 <br />Totals W = 6(1.4t5 Klps <br />Ew,hx = 1175 ft-Kips <br />Stren gth Design Wind Forces W) <br />Floor Level <br />(from base) <br />Lateral <br />Force <br />NIS, H, <br />(Kips) <br />Story Shear <br />N/S, FHx <br />(Kips) <br />Lateral <br />Force <br />E/W, H, <br />(Kips) <br />Story Shear <br />ENV, F,H, <br />(Kips) <br />Roof <br />2.66 <br />2.66 <br />6.02 <br />6.02 <br />Floor 3 <br />2.74 <br />5.40 <br />6.92 <br />12.94 <br />Floor 2 <br />2.74 <br />8.14 <br />6.67 <br />19.61 <br />Diaphragm (ASD) <br />Seismic, <br />[0.7E] <br />(kips) <br />Wind NISS <br />[0.6W] <br />(kips) <br />Wind E/W <br />[0.6W] <br />(kips) <br />Roof <br />2.181 <br />1.60 <br />3. 1 <br />Floor 3 <br />3.02 <br />1.64 <br />4. 5 <br />Floor 2 <br />2.42 <br />1.641 <br />d 0 <br />USE: I Seismic, <br />[0 7E) <br />Floor 3 <br />Floor <br />U� r� <br />�erue� �Q roc USE: <br />19 Me <br />Shear Walls (ASD <br />Seismic, Wind WS I Wind FJW <br />[0.7E] I I [0.6W] [0.6W] <br />liKif <br />ieismlc, UN)k-, <br />[0,7Ej I.OA" cop-' Ao(' <br />Date: 5/30/2023 <br />Page: 1-1.5 t3 <br />