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ENGINEERING <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 Wails: k <br />FX = C VX V (Eq. 12.8-11) C vX wX X (Eq. 12.6-12) <br />I" I wiitk <br />Diaphragms: <br />/ n n <br />FpX = I Fi wr) (wp,r) ... [Eq.12.10 - 1] <br />`1=X 1=X <br />FpX = 0.2Saslewpx ... [Eq.12.10 - 2] (min) <br />FpX = 0.44slewpx ... (Eq.12.10 - 3) (max) <br />Stren th 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 />(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 f, <br />Ewr <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 />1917 <br />22.77 <br />448 <br />3.36 <br />7.33 <br />194 <br />391 <br />4.32 <br />Floor 2 <br />9.31 <br />21.251 <br />1981 <br />1.49 <br />8.82 <br />2761 <br />601 <br />4.03 <br />i vrai5 vv = Ow-+D raps <br />7-wxhx = 1175 ft-Kips <br />Stren th 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 />VW, H, <br />(Kips) <br />Story Shear <br />E/W. EH, <br />(Kips) <br />Roof <br />2.66 <br />2.66 <br />6.02 <br />6.02 <br />Floor 3 <br />2.74 <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 />[0,7E] <br />(kips) <br />Roof 2J 8 <br />Floor 3 3. 2 <br />Floor 2 2. 2 <br />USE: Seismic, <br />[0.7E) <br />(kips) <br />Roof <br />3.17 <br />Floor 3 <br />3,45 <br />Floor 2 <br />3.22 <br />nra m A5u) <br />Floor 3 <br />Floor 2 <br />Floor 1 <br />Shear Walls (ASD)_ <br />Wind NIS <br />[0.6wt <br />(kips) <br />Wind E/W <br />(0.6w) <br />(kips) <br />Seismic, <br />10.7E] <br />(kips) <br />Wind N/S <br />(0.6W] <br />I (kips) <br />Wind E/W <br />[0,6w] <br />(kips) <br />1,60 <br />3. 1 <br />2.78 <br />1.60 <br />3. <br />1.64 <br />4. 5 <br />2. <br />5 1,64 <br />4. <br />1.64 <br />4 0 <br />1. <br />4 1.64 <br />4 0 <br />U tr"I <br />USE: Seismic,UNfi-i 'c' <br />[t7► r4L (0.7E) 1- t') CaAITa„L, <br />(kips) <br />Floor 3 3.17 <br />Floor 2 2.69 <br />Floor 1 1.19 <br />Date: 5/30/2023 <br />Page: 1-1.5 Q <br />