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JOB NAME _Kaiser SAN 1st Fl GenRad JOB NO. DATE _S09-23018 03/04/2024 ENGINEER DWG. REF _OS -- CALCULATE MOMENT AT BASE ANCHORAGE Equipment Geometry: ≔L 26.375 in ≔B 10.625 in ≔H 37.5 in (Lenght) (Front of cab.) (Width) (Depth of cab.) (Height) ≔hc =H 37.5 in Location of centroid along height of cabinet. Excentricity from centroid along Length, L. "ex" is to the left edge , "ey" is to the right edge≔ex 0 in ≔ey ⋅0 in ≔nL 2 ≔nB 2 ≔n =⋅nL nB 4 Number of anchors along L and B. ≔EH =⋅Fp Wp 571.87 lbf ≔EHΩ =⋅⋅Ωo Fp Wp 857.8 lbf ≔Ev =⋅⋅0.2 SDS Wp 254.16 lbf Global Forces: ≔P =+⋅-0.9 Wp Ev -857.34 lbf ≔M =⋅EH hc 21445 ⋅in lbf ≔MΩ =⋅EHΩ hc 32167.5 ⋅in lbf Anchorage Forces - No Overstrenght Factor: ≔Flong =⋅―――⋅EH hc ⋅nB L ⎛ ⎜ ⎝ +1 ――⋅2 ey B ⎞ ⎟ ⎠ 406.54 lbf ≔Ftrans =⋅―――⋅EH hc ⋅nL B ⎛ ⎜ ⎝ +1 ――⋅2 ex L ⎞ ⎟ ⎠ 1009.18 lbf ≔Vlong =⋅――EH n ⎛ ⎜ ⎝ +1 ――⋅2 ey B ⎞ ⎟ ⎠ 142.97 lbf ≔Vtrans =⋅――EH n ⎛ ⎜ ⎝ +1 ――⋅2 ex L ⎞ ⎟ ⎠ 142.97 lbf Tension due to 100% load about longitudinal axis plus 30% load about the transverse axis. This force governs for anchor design ≔T = ⎛ ⎜ ⎝ -+max ⎛⎝,Flong Ftrans⎞⎠⋅0.3 min ⎛⎝,Flong Ftrans⎞⎠――――― ⎛⎝-⋅0.9 Wp Ev⎞⎠ n ⎞ ⎟ ⎠ 916.8 lbf ≔V =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾+max ⎛⎝,Vlong Vtrans⎞⎠ 2 ⎛⎝⋅0.3 min ⎛⎝,Vlong Vtrans⎞⎠⎞⎠2 149.26 lbf Anchorage Forces - With Overstrenght Factor: ≔ΩFlong =⋅―――⋅EHΩ hc ⋅nB L ⎛ ⎜ ⎝ +1 ――⋅2 ey B ⎞ ⎟ ⎠ 609.81 lbf ≔ΩFtrans =⋅―――⋅EHΩ hc ⋅nL B ⎛ ⎜ ⎝ +1 ――⋅2 ex L ⎞ ⎟ ⎠ 1513.76 lbf ≔ΩVlong =⋅――EHΩ n ⎛ ⎜ ⎝ +1 ――⋅2 ey B ⎞ ⎟ ⎠ 214.45 lbf ≔ΩVtrans =⋅――EHΩ n ⎛ ⎜ ⎝ +1 ――⋅2 ex L ⎞ ⎟ ⎠ 214.45 lbf ≔TΩ = ⎛ ⎜ ⎝ -+max ⎛⎝,ΩFlong ΩFtrans⎞⎠⋅0.3 min ⎛⎝,ΩFlong ΩFtrans⎞⎠――――― ⎛⎝-⋅0.9 Wp Ev⎞⎠ n ⎞ ⎟ ⎠ 1482.37 lbf ≔VΩ =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾+max ⎛⎝,ΩVlong ΩVtrans⎞⎠ 2 ⎛⎝⋅0.3 min ⎛⎝,ΩVlong ΩVtrans⎞⎠⎞⎠2 223.89 lbf * See following pages for Hilti Calcs 1900 E 4th St - 1011190678/9/2024