Laserfiche WebLink
1722100th St SW, Everett <br /> Glennbrook stock plans <br /> Structural Calculations <br /> K E V I E W <br /> TRUCTURAL <br /> G <br /> 2nd Floor, Front Wall: <br /> I,Q:=wb=32 Total length of south wall (ft) <br /> 0.6•W"Of= <br /> l'a:= 42 Uniform Shear load to south wall, 2nd floor(plf) <br /> 2•I'a 0.6 factor for ASD loading <br /> _ 17 <br /> p,Q Percent of full-height sheathing <br /> : I' ' 0.5 <br /> Q_ <br /> Co,p:=0.67 Capacity adjustment factor <br /> v1w:=Od•Ca2Q•730=245 Shear wall capacity(plf) <br /> Tsse M7-s—ieattfi ng grade panels, 8d nails @ 6"o.c. at panel edges, 12"o.c. field. <br /> OK for 245 pllffkeduced <br /> l'3amax'= 0.6•W"Of=42 Max shear transfer to 1st floor Of) <br /> 2./,o <br /> Use Simpson A34 @ 48"o.c., rim joist to top plate(OK for 120 plf>42 plf) <br /> Check Chord Forces at panels: <br /> w,o:=12•l,Q,•(h,)=3072 Weight of wall (resists overturning)(Ibs) <br /> 0.6.0.25•Woof fr •(h,)—0.6.0.5•w,o•l,a <br /> TC,a:_ _—2118 Max Tension (Ibs) <br /> 17•Co,. <br /> By:J. Conner, PE, SE <br /> Page 7 <br />