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Y <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: 1111/2021 <br />Unit Type 'B' <br />Vertical Distribution of Lateral Forces <br />Base Shear: <br />V = 8.82 kips <br />Shear Walls: wx)txk <br />Fx = C,� V (Eq. 92.8-71) C,,,t = (Eq. 92.8-12) <br />En i wtk <br />Diaphragms: <br />n n 1 <br />Fpx = Fi wi I (wpx) ... [Eq.12.10 - 1] <br />i=x i=x f <br />Fpx = 0.2Sos1ewpx ... [Eq. 12.10 - 21 (min) <br />Fpx = 0.4So51ewpx ... [Eq.12.10 - 3] (max) <br />Stren th Desi n Seismic Forces (E <br />Floor Level <br />(from base) <br />Height, <br />hx <br />(ft) <br />Story <br />Weight, wX <br />(Kips) <br />wxh. <br />(ft-Kips) <br />Lateral <br />Force, <br />FY <br />(Kips) <br />Story Shear, <br />EF. <br />(Kips) <br />Story <br />Moment <br />(ft-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 />16.44 <br />529 <br />3.97 <br />3,97 <br />50 <br />16 <br />3.97 <br />Floor 3 <br />1 19.71 <br />22.771 <br />4481 <br />3.36 <br />7.33 <br />1 1941 <br />391 <br />4.32 <br />Floor 2 <br />9,31 <br />21.251 <br />1981 <br />1.491 <br />8.821 <br />2761 <br />60 <br />4.03 <br />I utalb Vv = t)U.'+o Imps <br />1w.h. = 1175 ft-Kips <br />Stren th Design Wind Forces W) <br />Floor Level <br />(from base) <br />Lateral <br />Force <br />N/S, Hx <br />(Kips) <br />Story Shear <br />N/S, 1Hx <br />(Kips) <br />Lateral <br />Force <br />EIW, Hz <br />(Kips) <br />Story Shear <br />E/W, EHx <br />(Kips) <br />Roof <br />2.66 <br />2.66 <br />6.02 <br />6.02 <br />Floor 3 <br />2.714 <br />5.401 <br />6.921 <br />12,94 <br />Floor 2 <br />2.74 <br />8.141 <br />6,671 <br />19.61 <br />Diaphragm (ASD) <br />Shear Walls (ASD) <br />Seismic, <br />Wind N/S <br />Wind E/W <br />Seismic, <br />Wind N/S <br />Wind E/W <br />[0.7E] <br />[0.6W) <br />[0.6W] <br />[0.7EI <br />I I <br />[0.6W] <br />[0.6W] <br />(kips) <br />(kips) <br />(kips) <br />(kips) <br />(kips) <br />(kips) <br />Roof <br />2. 81 <br />1.60 <br />3. 1 <br />Floor 3 <br />2.181 <br />1.60 <br />3. 1 <br />Floor 3 <br />3. 2 <br />1.64 <br />4. 5 <br />Floor 2 <br />2. 5 <br />1.64 <br />4. 5 <br />Floor 2 1 <br />2.121 <br />1.64 <br />4.00 <br />Floor 1 <br />1.141 <br />1.64 <br />4 00 <br />USE: Seismic, <br />USE: Seismic, <br />[0.7F] <br />[0.7E] <br />2v1. <br />(kips) <br />(kips) <br />Roof <br />3.171 <br />Floor 3 <br />3,17 <br />Floor 3 <br />3A51 <br />Floor 2 <br />2:69 <br />Fioor 2 <br />3.22 <br />Flood1 <br />3 <br />Date: 5130/2023 <br />Page: L1.5 t3 <br />