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19011 Wood-Sno Road NE,Suite 100 <br /> B"FILWoodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NGINEERIN G 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: <br /> FX = C OX V (Eq. 12.8-11) CVX wX X (Eq. 12.6-12) <br /> wiftk <br /> Diaphragms: <br /> / " n Fpx = 0.2Saslewpx...[Eq.12.10-2] (min) <br /> Fpx = I Fi wr)(wp,r)...[Eq.12.10- 1] <br /> 1-X t=x Fpx = 0.44slewpx...(Eq.12.10-3)(max) <br /> Stren th Design Seismic Forces E <br /> Lateral Portion of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at f, Force, <br /> Floor Level h„ Weight,wx w„h„ F. EF„ Moment Ewr Fpx <br /> (from 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 19.71 22.77 448 3.36 7.33 1941 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 /> lwxh,= 1175 ft-Kips <br /> Stren th Design Wind Forces W <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level NIS,Hx N/S,FHx VW,H„ E/W,EHx <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 2.66 2.66 6.02 6.02 <br /> Floor 3 1 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 NIS Wind E/W Seismic, Wind N/S Wind E/W <br /> [o,7E] [0.6w} (0.6w) 10.7E) (0.6W) 10.6w) <br /> (kips) (kips) (kips) (kips) I I (kips) (kips) <br /> Roof 2.181 1,60 3. 1 Floor 3 2.181 1.60 3. 1 <br /> Floor 3 3. 2 1.64 4. 5 Floor 2 2.151 1,64 4. 5 <br /> Floor 2 2. 2 1.64 4 0 Floor 1 1.q4j 1.64 400 <br /> USE: Seismic, Uri C C` USE: Seismic, UNfi-i 'c' <br /> 10.7E) 4-G rs� Co�i�s,� (0,7E) <br /> (kips) (kips) <br /> Roof 3.17 Floor 3 3.17 <br /> Floor 3 3.45 Floor 2 2.69 <br /> Floor 2 3.22 Floor 1 1.19 <br /> Date: 5/30/2023 <br /> Page: L1.5 5 <br />