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19011 Wood-Sno Road NE,Suite 100 <br /> BIFIL Woodinville,WA 98072-4436 <br /> Phone:425-814-84-48 <br /> E NGINEERIN G Fax:425-821-2120 <br /> Benton Square TH Revision Date: 1/11/2021 <br /> Unit Type '- - <br /> Vertical Distribution of lateral Forces <br /> Base Shear: <br /> V= 8.82 kips <br /> Shear Walls: w. k <br /> F, = C,, V (Eq. 12.8-11) C,,, = E;=Iwj (Eq. 12.8-12) <br /> hk <br /> Diaphragms: <br /> n n Fpx F; wz i 1(wpx)...[Eq.12.10- 1] Fpx = O.ZSaslewpx...[Eq.12.10-21(min) <br /> = /� <br /> ��x =x f Fpx = 0.4Sps1ewpx•••[Eq.12.10-3] (max) <br /> Stren th Design Seismic Forces E <br /> Lateral Portion of Diaphragm <br /> Height, Story Farce, Story Shear, Story Weight at i, Force, <br /> Floor Level h„ Weight,w= wkh„ F„ ZF„ Moment Ew; Fpx <br /> (tram base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 32.2 16.44 529 3.97 3.97 50 16, 3.97 <br /> Floor 3 19.7 22.77 448 3.36 7.33 194 39 4.32 <br /> Floor 2 9.3 21.25 198 1.49 8.82 276 60 4.03 <br /> Totals W = 60.46 Kips <br /> �wxh,.= 1175 ft-Kips <br /> Stren th Design Wind Forces W <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level NIS,H, NIS,FHx ENV,H. EIW,THY <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 2.66 2.66 6.02 6.02 <br /> Floor 3 2. 41 5.401 6.921 12.94 <br /> Floor 2 2.741 8.14 6.671 19.61 <br /> Diaphragm (ASD) Shear Walls(ASD) <br /> Seismic, Wind NIS Wind ENV Seismic, Wind NIS Wind E/W <br /> [0.7E1 [0.6W] [0.6W] [0.7E] [0.6W] [O.6W] <br /> (kips) (kips) (kips) (kips) I (kips) (kips) <br /> Roof 2.381 1.60 3. 1 Floor 3 2.,81 1.60 3. 1 <br /> Floor 3 3.021 1.64 4, 5 Floor 2 2. 5 1.64 4. 5 <br /> Floor 2 2.121 4 1.64 0 Floor 1 1. 4 1.64 4 00 <br /> USE: Selsmic, L USE: Seismic, tJn <br /> � , <br /> [0.7E) VC'tfs CQ'fkVk- [0-7E) I-tJJ�ID� �ANTIiu� <br /> (kips) (kips) <br /> Roof 3.17 Floor 3 3.17 <br /> Floor 3 3.45 Floor 2 2.69 <br /> Floor 2 322 Floor 1 1.19 <br /> Date: 5/30/2023 <br /> Page: 1-1.5 r3 <br />