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BIL <br />E NGIUEERIIti G <br />19011 Wood -Sao 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 = 9.48 kips <br />Shear Walls: k <br />F,� = C,,,, V (Eq. 12.8-11) C,� = wxx (Eq. 12.8-12) <br />EC , WiO <br />Diaphragms_ <br />n n Fpx = (I Fi / Y wil <br />] (wpx) ... [Eq.1.210 - 11 <br />i=x i=x Ij/ <br />Fpx = 0.2SDSIewpx ... [Eq.12.10 - 2] (min) <br />Fpx = 0.4SD5Iewpx ... [Eq.12.10 - 3] (max) <br />Stren th Design Seismic Forces (E) <br />Floor Level <br />(from base) <br />Height, <br />hx <br />(ft) <br />Story <br />Weight, wx <br />(lips) <br />wXh. <br />(ft-Kips) <br />Lateral <br />Force, <br />F. <br />(Kips) <br />Story Shear, <br />7-F, <br />I (Kips) <br />Story <br />Moment <br />(ft-Kips) <br />Portion of <br />Weight at i, <br />1w; <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 />24.651 <br />4851 <br />3.62 <br />7.91 <br />209 <br />42 <br />4.67 <br />Floor 2 <br />9.3 <br />22.531 <br />2101 <br />1.57 <br />9.481 <br />298 <br />65 <br />4.27 <br />Totals W = 6b.U2 KIPS <br />Ew„h,, = 1269 ft-Kips <br />Stren <br />h Design Wind Forces W) <br />Floor Level <br />(from base) <br />Lateral <br />Force <br />N/S, H <br />(Kips) <br />1 <br />Story Shear <br />N/S, 2Hx <br />(Kips) <br />Lateral <br />Force <br />E/W, HY <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 />2.741 <br />5.40 <br />7.551 <br />14,14 <br />Floor 2 <br />2.741 <br />8.141 <br />7.30 <br />21.44 <br />[0.7E] <br />3 <br />USE: <br />seismic, <br />[07E] <br />(kips) <br />3.43 <br />Roof <br />Floor 3 <br />374 <br />Floor 2 <br />3.42 <br />5?&6/tD i'il2U <br />S rar.r. F bS 13r,.b&r a" r�sx <br />Wm.%T GhSr- <br />Ira m (ASD) <br />Shear Walls (ASD) <br />Wind N/S <br />Wind E/W <br />Seismic, <br />Wind N/S <br />Wind E!W <br />[0.6w] <br />[0.6W] <br />[0.7>=] <br />10.6w] <br />[0.6W] <br />(kips) <br />1.60 <br />(kips) <br />3.96 <br />j <br />!3; 1,3z k Floor 3 <br />3 ; (, Sl k Floor 2 <br />Floorl <br />(kips) <br />3. <br />(kips) <br />0 1.60 <br />(kips) <br />3.96 <br />3 = 1,37- k <br />1.64 <br />4.53) <br />2. <br />1.64 <br />4.53 <br />1.64 <br />4.38��.t�Kt,K <br />1.101 <br />1.64 <br />4.3813,;,Lt6k <br />USE: Seismic, <br />[0.7E) <br />(kips) <br />Floor 3 3.43 <br />Floor 2 2.°C <br />Floor 1 1.26 <br />Date: 5/30/2023 <br />Page: L1.5 L <br />