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19011 Wood-Sno Road NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Phone: 425-814-WS <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: k <br />FX = G,,,� V (Eq. 12.8-11) C = wXhX (Eq. 12.8-12) <br />E7 1 wj hh <br />Diaphragms: <br />FOX =n Fz / n wi i ` (wpx) ... [Eq.12.10 - 11 Fpx = 0.2SDSIewpX ... [Eq.12.10 - 21 (min) <br />(� � <br />�_X �Tx Fpx = 0ASDs1ewpX ... [Eq.12.10 - 31 (max) <br />Stren th Design Seismic Forces E <br />Floor Level <br />(from base) <br />Height, <br />hY <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 />EF, <br />(Kips) <br />Story <br />Moment <br />(ft-Kips) <br />Portion of <br />Weight at i, <br />Ewi <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 />19,71 <br />22.771 <br />4481 <br />3.36 <br />7.33 <br />194 <br />39 <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 />Totals W = bU.415 KIPS <br />Ewxhx = 1175 ft-Kips <br />Stren <br />th Design Wind Forces W) <br />Floor Level <br />(from base) <br />Lateral <br />Force <br />NIS, HY <br />(Kips) <br />Story Shear <br />NIS, FHx <br />(Kips) <br />Lateral <br />Force <br />EIW, HY <br />(Kips) <br />Story Shear <br />EIW, JHx <br />(Kips) <br />Roof <br />2.661 <br />2.66 <br />6.02 <br />6:02 <br />Floor 3 <br />2,741 <br />5.401 <br />6.92 <br />12.94 <br />Floor 2 <br />2.74 <br />8.141 <br />6.671 <br />19.61 <br />Dia hra m (AZ51J) <br />Seismic, Wind NIS Wind E/W <br />[0.7E] [0.6W] [0.6w] <br />(kips) I I (kips) I (kips) <br />Roof 2.181 1.60If 1 Floor 3 <br />Floor 3 3.021 1.641 4,05 Floor 2 <br />Floor 2 2-121 1.64 4 0 Floor 1 <br />L) Wr'4 IL t: <br />USE: Seismic, USE: <br />[0-7E) <br />(kips) <br />Roof 3.17 Floor 3 <br />Floor 3 3.45 Floor 2 <br />Floor 2 1 3221 Floor 1 <br />Shear Walls (ASD <br />Seismic, <br />Wind NIS <br />Wind E/W <br />[0.7E] <br />I <br />[0.6W] <br />[0.6W] <br />(kips) <br />(kips) <br />(kips) I <br />2. 181 <br />1.60 <br />3.01 <br />2. <br />5 <br />1.64 <br />4. 5 <br />1. <br />4 <br />1.64 <br />4 00 <br />L1 N;�- C <br />Seismic, <br />[0.7E] <br />�Oh" CoNra.,,, <br />(kips) <br />3.17 <br />2,691 <br />1.191 <br />Date: 5/30/2023 <br />Page: 1-1.5 r3 <br />