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1722100th St SW, Everett <br /> EEVT <br /> " Glennbrook stock plans <br /> Structural Calculations <br /> AL <br /> 2nd Floor, Front Wall: <br /> 12a:=wb=32 Total length of south wall (ft) <br /> 0.6.1Yrroo,/_ <br /> r,n:= 42 Uniform Shear load to south wall,2nd floor(plf) <br /> 2'12a 0.6 factor for ASD loading <br /> 17 =0.5 Percent of full-height sheathing <br /> IZn, <br /> Cn,n:=0.67 Capacity adjustment factor <br /> 1'2n,:=Od'Co2n'730=245 Shear wall capacity(plf) <br /> 11111111 IN <br /> "2mm.,:= —42 Max shear transfer to 1st floor(plf) <br /> 2.120 <br /> Use Simpson A34 @ 48"o.c., rim joist to top plate(OK for 120 pif>42 plf) <br /> Check Chord Forces at panels: <br /> 'S'2n:=12-I2a2•(h2)=3072 Weight of wall (resists overturning)(Ibs) <br /> 0.6.0.25.1i,roo('(h2)—0.6.0.5•w2n•12,, = <br /> TC',n:_ —2118 Max Tension (Ibs) <br /> 17'C'o2n <br /> By:J.Conner, PE,SE <br /> Page 7 <br />