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E NCINEE-RIN G <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 'C' <br />Vertical Distribution of Lateral Forces <br />Base Shear: <br />V = 9.48 kips <br />Shear Walls: k <br />h <br />F, = C „, V (Eq. 12.8-11) C,,r = wXx (Eq. 12_8-12) <br />c+i 1 wijLk <br />Diaphragms_ <br />n n l Fpz = 0.2SDslewpz ... [Eq.12.10 - 2] (min) <br />Fpz = { Fi /l wi ] (wpz) ... [Eq.12.10 - 1] <br />(_z i=z JJJ Fpx = 0.4SDSIewpX ... [Eq.12.10 - 3] (max) <br />Stren th Design Seismic Forces (E) <br />Floor Level <br />(from base) <br />Height, <br />hr <br />(ft) <br />Story <br />Weight, ws <br />(Kips) <br />wxhx <br />(ft-Kips) <br />Lateral <br />Force, <br />Fx <br />(Kips)- <br />Story Shear, <br />£Fx <br />(Kips) <br />Stay <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 />17.84 <br />574 <br />4.29 <br />4.29 <br />541 <br />18 <br />4.29 <br />Floor 3 <br />1 19.71 <br />24.651 <br />4851 <br />3.62 <br />7.91 <br />2091 <br />421 <br />4.67 <br />Floor 2 <br />1 9.31 <br />22.531 <br />2101 <br />1.571 <br />9A8 <br />2981 <br />651 <br />4.27 <br />I otals VV = bz).UL Kips <br />Y,wxhx = 1269 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, IHx <br />(Kips) <br />Lateral <br />Force <br />E/W, Hx <br />(lips) <br />Story Shear <br />E/W, £HX <br />(Kips) <br />Roof <br />2.66 <br />2.66 <br />6.59 <br />6.59 <br />Floor 3 <br />2.741 <br />5.401 <br />7.551 <br />14.14 <br />Floor 2 <br />2.741 <br />8.141 <br />7.301 <br />21.44 <br />Seismic, <br />[0.7E1 <br />(kips) <br />Wind NIS <br />[0.6W] <br />I I (kips) <br />Roof <br />3401 <br />1.6 <br />Floor 3 "-3.?Vl <br />1.6 <br />Floor 2 <br />2.991 <br />1.6 <br />USE: <br />Seismic, <br />[0.7e] <br />(kips) <br />Roof <br />3.43 <br />Floor 3 <br />3.78 <br />Floor 2 <br />3.42 <br />Wind E/W <br />[0.6W] <br />d <br />f3-., 1.37k Floor 3 <br />/3^ [,si k Floor 2 <br />/3 : t,y� k Floor 1 <br />51Pft6Ah L0,4r) -twr-oj <br />&r*vLRw 6 bc', a"rLCx <br />Workwr GkS F <br />Shear Walls (ASD <br />Seismic, Wind N/S Wind E/W <br />[0.7E] [0.6W] [0.6W] <br />(kips) I (kips) (kips) <br />E12. <br />1.60 3.96 I = 1,37- k <br />EE4.53 j3_LstN 4.38 13, I,Lttop <br />USE: Seismic, <br />[0.7E] <br />(kips) <br />Floor 3 3.43 <br />Floor 2 _ <br />21201 <br />rFloor 1 1.26 <br />Date: 5/30/2023 <br />Page: L1.5 <br />