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LA23642A <br />May 06, 2024 <br />NC Project # P-023769 <br />Location Height (in)Width (in)Depth (in)Weight (lbs)EPAN (ft2)EPAT (ft2) <br />Pad 63.0 25.6 29.5 1943.0 14.83 17.02 <br />Pad 63.0 25.6 33.6 678.0 14.83 19.32 <br />Appurtenance FN / FT Ev Eh MWN ME Anchors Tension Shear <br />B160 209.13 / 240 409.58 614.38 548.97 1612.74 4.00 43.21 153.59 <br />Enclosure 6160 209.13 / 272.46 142.92 214.38 548.97 562.76 4.00 15.08 53.60 <br />Maximum Tensile Loading per Anchor <br />Maximum Vertical Loading <br />Worst Case = 0.9D±1.0E =0.9 (1943 lbs) - 1.0 (409.58 lbs) =1339.12 lbs <br />Vertical Load per Anchor = 1339.12 lbs/ 4 =334.78 lbs <br />Maximum Overturning <br />Worst Case = 1.0E = 1.0 (614.38 lbs * 63in/2) =1612.74 ft-lbs <br />Tensile Load per anchor =1612.74in / 25.6in / 2 anchors =377.99 lbs <br />Tensile Load per Anchor = 377.99 lbs - 334.78 lbs =43.21 lbs <br />Maximum Shear Loading per Anchor <br />Worst Case = 1.0E = 1.0 (614.38 lbs)614.38 lbs <br />Shear Load per anchor = 614.38 lbs/ 4 anchors =153.59 lbs <br />* See Profis Output; use 1/2"Ø Kwik Bolt TZ2 with min 3" embed. <br />EQUIPMENT LOADS <br />Equipment <br />B160 <br />Enclosure 6160 <br />FACTORED LOADING AND ANCHORAGE LOADS LOAD PER ANCHOR ONTO FLOOR <br />2210 3%4 N Grand Ave Unit# <br />WCC01 - 1011184045/30/2024