1900 E 4th St - Plan - Laserfiche WebLink

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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 14.563 in ≔B 10.063 in ≔H 84 in (Lenght) (Front of cab.) (Width) (Depth of cab.) (Height) ≔hc =⋅―5 7 H 60 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 306.08 lbf ≔EHΩ =⋅⋅Ωo Fp Wp 459.11 lbf ≔Ev =⋅⋅0.2 SDS Wp 136.03 lbf Global Forces: ≔P =+⋅-0.9 Wp Ev -458.87 lbf ≔M =⋅EH hc 18364.56 ⋅in lbf ≔MΩ =⋅EHΩ hc 27546.84 ⋅in lbf Anchorage Forces - No Overstrenght Factor: ≔Flong =⋅―――⋅EH hc ⋅nB L ⎛ ⎜ ⎝ +1 ――⋅2 ey B ⎞ ⎟ ⎠ 630.52 lbf ≔Ftrans =⋅―――⋅EH hc ⋅nL B ⎛ ⎜ ⎝ +1 ――⋅2 ex L ⎞ ⎟ ⎠ 912.48 lbf ≔Vlong =⋅――EH n ⎛ ⎜ ⎝ +1 ――⋅2 ey B ⎞ ⎟ ⎠ 76.52 lbf ≔Vtrans =⋅――EH n ⎛ ⎜ ⎝ +1 ――⋅2 ex L ⎞ ⎟ ⎠ 76.52 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 ⎞ ⎟ ⎠ 986.92 lbf ≔V =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾+max ⎛⎝,Vlong Vtrans⎞⎠ 2 ⎛⎝⋅0.3 min ⎛⎝,Vlong Vtrans⎞⎠⎞⎠2 79.89 lbf Anchorage Forces - With Overstrenght Factor: ≔ΩFlong =⋅―――⋅EHΩ hc ⋅nB L ⎛ ⎜ ⎝ +1 ――⋅2 ey B ⎞ ⎟ ⎠ 945.78 lbf ≔ΩFtrans =⋅―――⋅EHΩ hc ⋅nL B ⎛ ⎜ ⎝ +1 ――⋅2 ex L ⎞ ⎟ ⎠ 1368.72 lbf ≔ΩVlong =⋅――EHΩ n ⎛ ⎜ ⎝ +1 ――⋅2 ey B ⎞ ⎟ ⎠ 114.78 lbf ≔ΩVtrans =⋅――EHΩ n ⎛ ⎜ ⎝ +1 ――⋅2 ex L ⎞ ⎟ ⎠ 114.78 lbf ≔TΩ = ⎛ ⎜ ⎝ -+max ⎛⎝,ΩFlong ΩFtrans⎞⎠⋅0.3 min ⎛⎝,ΩFlong ΩFtrans⎞⎠――――― ⎛⎝-⋅0.9 Wp Ev⎞⎠ n ⎞ ⎟ ⎠ 1537.74 lbf ≔VΩ =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾+max ⎛⎝,ΩVlong ΩVtrans⎞⎠ 2 ⎛⎝⋅0.3 min ⎛⎝,ΩVlong ΩVtrans⎞⎠⎞⎠2 119.83 lbf * See following pages for Hilti Calcs 1900 E 4th St - 1011190678/9/2024