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19011 Wood-Sno Road NE,Suite 100 <br /> BrFlaWoodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NCI lr4EERIN G Fax:425-821-2120 <br /> Benton Square TH Revision Date: 1111/2021 <br /> Unit Type 'B' <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 8.82 kips <br /> Shear Walls: wx)txk <br /> Fx = C,� V (Eq. 92.8-71) C,,,t = (Eq. 92.8-12) <br /> En i wjhh <br /> Diaphragms: <br /> n n 1 Fpx = Fi wi (wpx)...[Eq.12.10- 1] Fpz = 0.25osIa wpx...[Eq.12.10- 21(min) <br /> c=x i=x f Fpx = 4.4So51ewpx...[Eq.12.10-3](max) <br /> Ste n th Desi n Seismic Forces (E <br /> Lateral Portion of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at i, Force, <br /> Floor Level hx Weight,wX wxh. FY EF. Moment Ew; Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 1 32.2 16.44 529 3.97 3,97 50 16 3.97 <br /> Floor 3 1 19.71 22.77 4481 3.36 7.33 1 1941 391 4.32 <br /> Floor 2 9,31 21.251 1981 1.491 8.821 2761 60 4.03 <br /> Totals W = 60.46 Kips <br /> jw.h.= 1175 ft-Kips <br /> Stren th Design Wind Forces W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,H� N/S,1Hx EIW,Hz E/W,EHx <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 2.66 2.66 6.02 6.02 <br /> Floor 3 2.741 5.401 6.921 12,94 <br /> Floor 2 1 2.741 8.141 6,671 19.61 <br /> Diaphragm (ASD) Shear Walls(ASD) _ <br /> Seismic, Wind N/S Wind E/W Seismic, Wind N/S Wind E/W <br /> [0.7E] [0.6W] [0.6W] [0.7EI [0.6W] [O.6W] <br /> (kips) (kips) (kips) (kips) I I (kips) (kips) <br /> Roof 2. 81 1.60 3. 1 Floor 3 2.181 1.60 3. 1 <br /> Floor 3 3. 2 1.64 4. 5 Floor 2 2. 5 1.64 4. 5 <br /> Floor 2 1 2.121 1.64 4.00 Floor 1 1.141 1.641 00 <br /> IV- <br /> USE: Seismic, USE: Seismic; llNS� ,( <br /> [0.7F] lad ra�L [0.7E] LO'kj* Co,vT2v1' <br /> (kips) (kips) <br /> Roof 3.171 Floor 3 3,17 <br /> Floor 3 .1451 Floor 2 2:69 <br /> .Floor 2 3.22 Flood 1.19 <br /> Date: 5130/2023 <br /> Page: L1.5 r3 <br />