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.. <br /> . , <br /> , . <br /> . . <br /> B r- j_4 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NGINEERIN G Fax:425-821-2120 <br /> Calvary Baptist Church Revision Date: 4/10/2023 <br /> Vertical Distribution of Lateral Forces <br /> Base Shear: <br /> V= 6.42 kips <br /> Shear Walls: <br /> wx hX <br /> F x = C„x V (Eq. 12.8-11) C„x = (Eq. 12.8-12) <br /> En 1 wihk <br /> Diaphragms: <br /> n n Fpx = O.ZSDSlewpx...[Eq.12.10-2] (min) <br /> Fpx = X Fi/X wi (wpx) ...[Eq.12.10- 1] F - 0.45 I w [E 12.10- 3](max) <br /> i=x Fpx DSe px •• q <br /> Strength Design 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 wxhx Fx EFx Moment Ew; Fpx <br /> (from base) (ft) (Kips) (ft-Kips) (Kips) (Kips) (ft-Kips) (Kips) (Kips) <br /> Roof 17.0 4.04, 69 1.75 1.75 12 4 1.62 <br /> Floor 2 10.0 18.32 183 4.67 6.42 76 22 5.26 <br /> Totals W = 22.36 Kips <br /> Ewxhx= 252 ft-Kips <br /> Strength Design Wind Forces(W) <br /> Lateral Lateral <br /> Force Story Shear Force Story Shear <br /> Floor Level N/S,Hx N/S, Hx E/W,Fix E/W,EHx <br /> (from base) (Kips) (Kips) (Kips) (Kips) <br /> Roof 0.14 0.14 0.14 0.14 <br /> Floor 2 0.33 0.47 0.33 0.47 <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] [0.7E] [0.6W] [0.6W] <br /> (kips) (kips) (kips) (kips) (kips) (kips) <br /> Roof 1.14 0.08 0.08 Floor 2 1.23 0.08 0.08+ <br /> Floor 2 3.68 0.20 0.20 Floor 1 3.27 0.20 0.20 <br /> Date:4/11/2023 <br /> Page: - <br />