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 WALL ANCHORAGE Equipment Geometry: ≔L 12.8 in ≔B 14.0 in (Lenght) (Width) (Depth of cab.) ≔hc 6 in Location of centroid along height of cabinet. Location of centroid along Length, L. "ex" is to the left edge , "ey" is to the right edge. ≔ex ⋅0 in ≔ey ⋅0 in ≔nL 1 ≔nB 2 ≔n =⋅nL nB 2 Number of anchor points along L and B. ≔fD 1.2 ≔fEv 1.0 ≔fEh 1.0 ≔EH =⋅Fp Wp 6.79 lbf ≔EHΩ =⋅⋅Ωo Fp Wp 13.58 lbf ≔Ev =⋅⋅0.2 SDS Wp 4.53 lbf Global Forces: ≔P =+⋅fD Wp ⋅fEv Ev 30.93 lbf ≔Mp =⋅P hc 185.57 ⋅in lbf ≔M =⋅⎛⎝⋅fEh EH⎞⎠hc 40.75 ⋅in lbf ≔H =⋅fEh EH 6.79 lbf ≔MΩ =⋅⎛⎝⋅fEh EHΩ⎞⎠hc 81.5 ⋅in lbf ≔HΩ =⋅fEh EHΩ 13.58 lbf Anchorage Forces - No Overstrenght Factor: ≔θ ⋅23 deg Max T at θ ≔T =max ⎛ ⎜ ⎜⎝ ++⋅――⋅P hc ⋅L nB ⎛ ⎜⎝+1 ――⋅2 ex B ⎞ ⎟⎠⋅⋅――――⋅H cos ((θ)) n ⎛ ⎜⎝+1 ――⋅2 ex B ⎞ ⎟⎠ ⎛ ⎜⎝+1 ――⋅2 ey L ⎞ ⎟⎠⋅――――⋅M sin ((θ)) ⋅B nL ⎛ ⎜⎝+1 ――⋅2 ey L ⎞ ⎟⎠ ⎞ ⎟ ⎟⎠ 11.51 lbf ≔V =――――――――――――― ‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾ + ⎛ ⎜ ⎝ ⋅P ⎛ ⎜ ⎝ +1 ――⋅2 ex B ⎞ ⎟ ⎠ ⎞ ⎟ ⎠ 2 ⎛ ⎜ ⎝ ⋅H ⎛ ⎜ ⎝ +1 ――⋅2 ey L ⎞ ⎟ ⎠ ⎞ ⎟ ⎠ 2 n 15.83 lbf Anchorage Forces - With Overstrenght Factor: ≔θ ⋅23 deg Max T at θ ≔TΩ =max ⎛ ⎜ ⎜⎝ ++⋅――⋅P hc ⋅L nB ⎛ ⎜⎝+1 ――⋅2 ex B ⎞ ⎟⎠⋅⋅――――⋅HΩ cos ((θ)) n ⎛ ⎜⎝+1 ――⋅2 ex B ⎞ ⎟⎠ ⎛ ⎜⎝+1 ――⋅2 ey L ⎞ ⎟⎠⋅――――⋅MΩ sin ((θ)) ⋅B nL ⎛ ⎜⎝+1 ――⋅2 ey L ⎞ ⎟⎠ ⎞ ⎟ ⎟⎠ 15.77 lbf ≔VΩ =――――――――――――― ‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾ + ⎛ ⎜ ⎝ ⋅P ⎛ ⎜ ⎝ +1 ――⋅2 ex B ⎞ ⎟ ⎠ ⎞ ⎟ ⎠ 2 ⎛ ⎜ ⎝ ⋅HΩ ⎛ ⎜ ⎝ +1 ――⋅2 ey L ⎞ ⎟ ⎠ ⎞ ⎟ ⎠ 2 n 16.89 lbf 1900 E 4th St - 1011190678/9/2024