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Page 23 of 29 <br /> Ross project: HAWARD HOMES LOT 1 by: RR sheet#: <br /> Engineering location: 36xx SHORE AVENUE,EVERETT,WA date: 6/16/2022 <br /> Design client: THE LEREN COMPANY job#: 2027 <br /> Inc , <br /> Shear Wall Braced Lines <br /> FRONT TO BACK Tributary (%) SIDE TO SIDE Tributary (%) <br /> Level Level <br /> Label 2 1 Label 2 1 <br /> GRID A 35 45 GRID 1 20 <br /> GRID B 15 GRID 2 15 <br /> GRID C 20 GRID 3 5 <br /> GRID E 50 35 GRID 4 35 <br /> GRID GRID 6 40 <br /> GRID GRID 7 50 25 <br /> GRID GRID 8 10 <br /> GRID GRID <br /> GRID GRID <br /> GRID GRID <br /> TOTAL 100 100 TOTAL 100 100 <br /> SHEARWALL DESIGN <br /> Ve= Accumulated seismic shear on Braced Line(k) ve= Design seismic shear on the design panel(plf) <br /> Vw= Accumulated wind shear on Braced Line(k) vw= Design wind shear on the design panel(plf) <br /> Ltot= Total shear panel length in Braced Line(ft) ve a= Allowable seismic shear oF the design panel(plf) <br /> H= Plate height(ft) vw a= Allowable wind shear oF the design panel(plf) <br /> Lsw= Length of design shear panel for overturning(ft) Tr= Tributary roof/floor(ft) <br /> Ll,2,3= Length of shear panels between openings in a perforated shear wall(ft) La= Adjacent wall length(ft) <br /> Hopg= Height of opening in a perforated wall(ft) Ta= Adjacent tributary roof/floor(ft) <br /> Co= Reduction factor fora perforated shear wall P1= Design panel weight (Ib) <br /> Ratio= Height-length aspect ratio of a shear segment P2= Adjacent wall weight (Ib) <br /> 2L/H= Aspect ratio reduction factor T= Overturning tension (Ib) <br /> Seg.= Segmental Shear Wall per SPDWS 4.3.5.1 C= Overturning compression (Ib) <br /> Force= Force Transfer Shear Wall per SPDWS 4.3.5.2 <br /> Perf.= Segmental Shear Wall per SPDWS 4.3.5.3 <br /> V-terN <br /> N <br /> / L1 / / L2 / / L3 / <br /> / Hopg J / H <br /> T Lsw t C <br /> 6/16/2022 <br />