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Core States Group <br />4240 E. Jurupa St. Suite 402 <br />Ontario, CA 91761 <br />Storage Rack Date: 2/18/2022 <br /> Calculations By: DZ <br /> STORAGE RACK DESIGN 2-24'' BACK TO BACK RACKS <br />Back of House <br /> SECTION PROPERTIES <br />E 29000ksi:= <br />Fy 33ksi:= <br />Physical Dimensions: <br />b 1.5in:=Channel Width Ly 12in:=Unbraced Length in y direction <br />d 0.75in:=Channel Depth Lx 12in:=Unbraced Length in x direction <br />Rc 0.188in:=Radius at Corners Lt min L x L y, ( ):= <br />t 0.06in:=Channel Thickness <br />Ky 1.7:=Effective Length Factor for y direction <br />Sx 0.0563in3:=Section Modulus in x direction <br />Kx 1.0:=Effective Length Factor for x direction <br />Sy 0.0595in3:=Section Modulus in y direction <br />Kt 0.8:= <br />Ix 0.0489in4:=Moment of Inertia in x direction <br />ρ 490pcf:=Density of Steel <br />Iy 0.0223in4:=Moment of Inertia in y direction <br />rx 0.4767in:=Radius of Gyration in x direction <br />ry 0.3222in:=Radius of Gyration in y direction <br />Ap 0.2151in2:=Full Cross Sectional Area <br /> Shelving Geometry: <br />B 96in:=Width of Shelving Unit: Two Shelves next to each other. <br />h 144in:=Total Height of Shelving Unit <br />N 11:=Number of Shelves <br />d 48in:=Depth of Shelving Unit <br />hs <br />h 6in-( ) <br />N 1-( )13.8 in=:=Shelf Spacing <br />LL 6.25psf:=Design Live Load <br />DL 1.5psf:=Design Dead Load <br />W p ρ Aph8.8 lbf=:=Weight of Post <br />W tLL B dLL200 lbf=:=Live Load Weight Per Shelf <br />W tDL B dDL4 Wp <br />N <br /> <br />+51.2 lbf=:=Dead Load Weight Per Shelf + Weight of Post <br />110 E 1st St - <br />1011174736/10/2024