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Br-FIJI <br />ENGINEERING <br />19011 Wood-Sno Road NE, Suite 100 <br />%Voodinvil]e, WA 98072-4436 <br />Phone: 425-814-8448 <br />Fax: 425-821-2120 <br />Benton Square TM Revision Date: 1/11/2021 <br />Unit T e'C' <br />Vertical Distribution of Lateral Forces <br />Base Shear; <br />V = 9.48 kips <br />Shear Walls: wxlix <br />E x = C vx V (Eq. 12.8-11) C VX = (Eq. 12.8-12) <br />E, =' W,11 <br />Diaphragms: <br />n n \ Fpx = 0.2SDS1ewpx ... [Eq.12.10 -- 2] (min) <br />Fpx - Fi /Y wi j (wpx) ... [Eq.12.10 - 1] F - 0.45 f w [E 12.10 - 3 (max) <br />r x i=x J px " DS a px •• q• ] <br />Stren th Des! n Seismic Forces E <br />Lateral <br />Portion of <br />Diaphragm <br />Height, <br />Story <br />Force, <br />Story Shear, <br />Story <br />Weight at 1, <br />Force, <br />Floor Level <br />hx <br />Weight, wx <br />wxhX <br />Fx <br />EF„ <br />Moment <br />1wr <br />Fpx <br />(from base) <br />(ft) <br />(Kips) <br />(ft-Kips) <br />(Kips) <br />(Kips) <br />(ft-Kips) <br />(Kips) <br />(Kips) <br />Roof <br />32.2 <br />17.84 <br />574 <br />4.29 <br />4.29 <br />54 <br />18 <br />4. <br />Floor 3 <br />19.7 <br />24.65 <br />485 <br />3.62 <br />7.911209 <br />42 <br />4.67 <br />Floor 2 <br />9.3 <br />22.53 <br />21 Q <br />1,57 <br />9.481 <br />298 <br />65 <br />4.27 <br />Totals w = no.vz nips <br />Y-wXh,, = 1269 ft-Kips <br />Strength <br />DesignWind Forces W <br />Floor Level <br />(from base) <br />Lateral <br />Force <br />N1S, H <br />(Kips) <br />Story Shear <br />N1S, fHx <br />(Kips) <br />Lateral <br />Force <br />E1W, H% <br />(Kips) <br />Story Shear <br />ENV, 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 />2.74 <br />8.14 <br />7.3Q <br />21.44 <br />elsmic, Wind N1S Wind ENV <br />[0.7E] (0.6W] 10-6w) <br />(kips) I I (kips) (kips) <br />Roof 3 <br />Floor 3 3 <br />Floor 2 2 <br />USE: <br />seismic, <br />JUL-] <br />(kips) <br />Roof <br />3.43 <br />Floor 3 <br />3.74 <br />Floor 2 <br />3.42 <br />1.60 <br />3J38 <br />f3-, I j-L K <br />Floor 3 <br />1.64 <br />413 <br />; t. t k <br />Floor 2 <br />1.64 <br />4/3 <br />; t'it, K <br />Floor 1 <br />Seismic, <br />]0.7E] <br />(kips) <br />3.1 <br />1 <br />USE: Seismic, <br />(0.7E) <br />(kips) <br />Floor 3 3.43 <br />Floor'2 2,90 <br />Floor 1 1 1.26 <br />Soh l�r� I�-tlyttl <br />cS#^1�rtCSr I��`I �^FLCX <br />work-%T Chi r. <br />r Walls ASD <br />Wind N1S Wind EfW <br />[0.6W] [0.6W] <br />(kips) (kips) <br />1.60 3.96 /3 = 1,3Z k <br />1.64 4.53' 3 I , S i N� <br />1.64 4,381toI% <br />Date: 5/30/2023 <br />Page: L1.5 C <br />