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• • <br /> Pole Footing Embedded in Soil Project File:Amarok CA(95 mph).ec6 <br /> LIC#:KW-06014943,Build:20.22.8.17 FDR ENGINEERS,PLLC (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: 18"Dia. Control Panel Steel Pole Foundation <br /> Code References <br /> Calculations per IBC 2018 1807.3, CBC 2019,ASCE 7-16 <br /> Load Combinations Used :ASCE 7-16 <br /> General Information <br /> Pole Footing Shape Circular <br /> Pole Footing Diameter 18.0 in <br /> Calculate Min.Depth for Allowable Pressures <br /> No Lateral Restraint at Ground Surface <br /> Allow Passive 200.0 pcf <br /> Max Passive 1,500.0 psf <br /> Controlling Values <br /> Governing Load CombinatioiRD+0.60W Point Load <br /> Lateral Load 0.2394 k 1 <br /> Moment 1.548 k-ft cO <br /> Distributed Load j = 0) <br /> NO Ground Surface Restraint <br /> Pressures at 1/3 Depth Distributed Load L Soil Surface No later I restraint <br /> Actual 262.258 psf 4 <br /> Allowable 263.932 psf <br /> Minimum Required Depth 4.0 ft <br /> Footing Base Area 1.767 ft^2 <br /> Maximum Soil Pressure 0.03395 ksf <br /> Applied Loads <br /> Lateral Concentrated Load (k) Lateral Distributed Loads (kit Vertical Load (k) <br /> D:Dead Load k k/ft 0.060 k <br /> Lr:Roof Live k k/ft k <br /> L:Live k k/ft k <br /> S:Snow k k/ft k <br /> W :Wind 0.2260 k 0.0070 0.0710 k/ft k <br /> E:Earthquake k k/ft k <br /> H:Lateral Earth k k/ft k <br /> Load distance above TOP of Load above ground surface <br /> ground surface 8.250 ft 9.50 4.50 ft <br /> BOTTOM of Load above ground surface <br /> 3.0 ft <br /> Load Combination Results <br /> Forces @ Ground Surface Required Pressure at 1/3 Depth Soil Increase <br /> Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual-(psf) Allow-(psf) Factor <br /> D Only 0.000 0.000 0.13 0.0 0.0 1.000 <br /> +D+0.60W 0.239 1.548 4.00 262.3 263.9 1.000 <br /> +D+0.450W 0.180 1.161 3.63 236.0 236.4 1.000 <br /> +0.60D+0.60W 0.239 1.548 4.00 262.3 263.9 1.000 <br /> +0.60D 0.000 0.000 0.13 0.0 0.0 1.000 <br /> bit, <br />