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Pole Footing Embedded in Soil <br />LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Fence Door Post <br />Project File: Calcs.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Code References <br />Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 <br />Load Combinations Used : IBC 2021 <br />General Information <br />Circular <br />12.0 <br />200.0 <br />1,500.0 <br />Lateral Restraint at Ground Surface <br />Pole Footing Shape <br />Pole Footing Diameter . . . . . . . . . . .in <br />Allow Passive . . . . . . . . . . . . . . . . . . . . . .pcf <br />Max Passive . . . . . . . . . . . . . . . . . . . . . .psf <br />Calculate Min. Depth for Allowable Pressures <br />+0.60WGoverning Load Combination : <br />Lateral Load 0.120 <br />Moment 0.840 k-ft <br />Minimum Required Depth 2.625 ft <br />k <br />Restraint @ Ground Surface <br />Pressure at Depth <br />Actual 518.10 psf <br />Allowable 525.0 psf <br />Surface Retraint Force 800.0 lbs <br />Controlling Values <br />ft^2Footing Base Area 0.7854 <br />Maximum Soil Pressure 0.0 ksf <br />k <br />k0.0 0.0 <br />k0.0 0.0 <br />0.0 0.0 <br />0.0 <br />k0.0 0.0 <br />0.0 <br />0.0 <br />0.0 <br />k0.0 0.0 <br />Applied Loads <br />k <br />0.0 <br />Lateral Concentrated Load (k) <br />D : Dead Load <br />L : Live <br />Lr : Roof Live <br />S : Snow <br />W : Wind <br />E : Earthquake <br />H : Lateral Earth <br />Load distance above <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.20 <br />0.0 <br />0.0 <br />7.0 <br />k <br />k <br />k <br />k <br />k <br />k <br />k <br />ft <br />Lateral Distributed Loads (klf) <br />TOP of Load above ground surface <br />BOTTOM of Load above ground surface <br />0.0 0.0 0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />ft0.0 0.0 <br />Applied Moment (kft) <br />0.0 k-ft <br />0.0 k-ft <br />0.0 k-ft <br />0.0 k-ft <br />0.0 k-ft <br />0.0 k-ft <br />0.0 k-ft <br />ground surface <br />ft0.0 0.0 <br />Vertical Load (k) <br />k0.0 0.0 0.0 <br />0.0 <br />Load Combination Results <br />Factor <br />Soil IncreaseForces @ Ground Surface <br />Load Combination <br />Required <br />Loads - (k)Moments - (ft-k)Depth - (ft) <br />Pressure at Depth <br />Allow - (psf)Actual - (psf) <br />0.00.000 0.000 0.13 1.00025.0 <br />518.10.120 0.840+0.60W 2.63 1.000525.0 <br />474.70.090 0.630+0.450W 2.38 1.000475.0 <br />Page 10 of 10 <br />1128 W Highland St <br />3/27/2025