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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 /> Vertical Distribution Factors for Each Shelf <br />CV11 <br />WtDL W tLL 0.67+( )h( ) <br />Mt <br />0.17455=:=F11 CV11 Vtotal110.1 lbf=:= <br />CV10 <br />WtDL W tLL 0.67+( )h hs-( ) <br />Mt <br />0.15782=:=F10 CV10 Vtotal99.5 lbf=:= <br />CV9 <br />W tDL WtLL 0.67+( )h 2hs-( ) <br />Mt <br />0.14109=:=F9 CV9 Vtotal89lbf=:= <br />CV8 <br />W tDL WtLL 0.67+( )h 3hs-( ) <br />Mt <br />0.12436=:=F8 CV8 Vtotal78.4 lbf=:= <br />CV7 <br />W tDL WtLL+( )h 4hs-( ) <br />Mt <br />0.146=:=F7 CV7 Vtotal92.1 lbf=:= <br />CV6 <br />W tDL WtLL 0.67+( )h 5hs-( ) <br />Mt <br />0.09091=:=F6 CV6 Vtotal57.3 lbf=:= <br />CV5 <br />W tDL WtLL 0.67+( )h 6hs-( ) <br />Mt <br />0.07418=:=F5 CV5 Vtotal46.8 lbf=:= <br />CV4 <br />W tDL WtLL 0.67+( )h 7hs-( ) <br />Mt <br />0.05745=:=F4 CV4 Vtotal36.2 lbf=:= <br />CV3 <br />W tDL WtLL 0.67+( )h 8hs-( ) <br />Mt <br />0.04073=:=F3 CV3 Vtotal25.7 lbf=:= <br />CV2 <br />W tDL WtLL 0.67+( )h 9hs-( ) <br />Mt <br />0.024=:=F2 CV2 Vtotal15.1 lbf=:= <br />CV1 <br />W tDL WtLL 0.67+( )h 10hs-( ) <br />Mt <br />0.00727=:=F1 CV1 Vtotal4.6 lbf=:= <br />CV1 CV2+CV3+CV4+CV5+CV6+CV7+CV8+CV9+CV10+CV11+1.0=Coefficients Should Total 1 <br />Ftotal F1 F2+F3+F4+F5+F6+F7+F8+F9+F10+F11+654.9 lbf=:=CASE 2 GOVERNS <br /> Top Reaction for racks for Racks anchored to existing Wall <br />Ftop F8 F9+F10+F11+:=Top Lateral Net Reaction where racks are anchored along an existing <br />CMU or Concrete Wall. Ftop 377 lbf= <br />HUS-EZ Tension @ Racks Anchored to wall. By inspection, 1/4'' Dia. <br />HUS-EZ with 2 1/2'' Effective Embed shall suffice. Twr <br />Ftop <br />3 <br />125.7 lbf=:= <br />110 E 1st St - <br />1011174736/10/2024