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19011 Wood-Sno Road NE,Suite 100 <br /> %Voodinvil]e,WA 98072-4436 <br /> Phone:425-814-8448 <br /> Fax:425-821-2120 <br /> E NGI NEERIN G <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 /> Ex = C vx V (Eq. 12.8-11) C vX = (Eq. 12.8-12) <br /> F i>=t W,11 <br /> Diaphragms: <br /> n n Fpx =0.2SDSlewpx...[Eq.12.10--2] (min) <br /> Fpx - Fi�Y w)\wpx�...[Eq.12.10- 1] F - 0.45 f w [E 12.10-3 (max) <br /> r x i=x px - Ds a px•• q• ] <br /> Stren th Des! n Seismic Forces E <br /> Lateral Portion of Diaphragm <br /> Height, Story Force, Story Shear, Story Weight at 1, Force, <br /> Floor Level hx Weight,wx wxhX Fx EF„ Moment 1wr Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (KIPS) <br /> Roof 32.2 17.84 574 4.29 4.29 54 18 4.29 <br /> Floor 3 19.7 24.651 485 3.62 7.911 209L 42 4.67 <br /> Floor 2 9.3 22.53 21 Q 1.57 9.481 298 65 4.27 <br /> Totals W = 65.02 Kips <br /> Y-wXh,,= 1269 ft-Kips <br /> Strength Desi n Wind Forces W <br /> Lateral Lateral <br /> i Force Story Shear Force Story Shear <br /> Floor Level N1S,H. N1S,fHx EIW,H% EIW,EHK <br /> (from base) (Kips) (Kips) (Kips) (Kips) 5�1� 1�r� l oJtl� �g1ZU <br /> Roof 2.66 2.66 6.59 6.69 <br /> Floor 3 2.74 5.40 7.55 14.14 I X <br /> Floor 2 2.74 8.14 7.30 21.44 W�'T Ch3� <br /> Dia ragm ASD) Shear Walls (ASD <br /> Seismic, wind N!5 Wind E!W Seismic, - Wind N1S Wind EM/ <br /> [0.7E] (0.6W] [0.6W] (0.7E] [0.6W] [0.6W] <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 3. 0 1.60 3.96 13 I�3�k Floor 3 3. 0 1.60 3.96 �3 1+3Z N� <br /> Floor 3 3. 7 1.64 4.53 i3:t.S t K Floor 2 2. 1.64 4.53 ' 1,Si N� <br /> Floor 2 2. 9 1.64 4.3$ �3^. [�Hr,K Floor 1 1.10 1.64 4.3813;I+�l b f'� <br /> USE; Seismic, USE: Seismic, <br /> JUL-] (0.7E) <br /> (kips) (kips) <br /> Roof 3.43 Floor 3 3.43 <br /> Floor 3 3.741Floor 2 2,90 <br /> Floor 2 3.42 Floor 1 1 1.26 <br /> Date: 5/30/2023 <br /> Page: L1.5 <br />