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Pole Footing Embedded in Soil <br />LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Pole Footing below Fence Post <br />Project File: St Andrew Site Upgrades.ec6 <br />Project Title:Saint Andrew Accessibility Upgrades <br />Engineer:NN <br />Project ID:24-7734 <br />Project Descr: <br />Code References <br />Calculations per IBC 2021 1807.3, ASCE 7-16 <br />Load Combinations Used : IBC 2021 <br />General Information <br />Circular <br />24.0 <br />300.0 <br />1,500.0 <br />No 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 0.4992 <br />Moment 1.997 k-ft <br />Minimum Required Depth 3.625 ft <br />k <br />NO Ground Surface Restraint <br />Pressures at 1/3 Depth <br />Actual 358.958 psf <br />Allowable 359.853 psf <br />Controlling Values <br />ft^2Footing Base Area 3.142 <br />Maximum Soil Pressure 0.0 ksf <br />k <br />k <br />k <br />k <br />k <br />Applied Loads <br />k <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 />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 />0.1040 <br />8.0 <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />ftground surface <br />ft <br />Vertical Load (k) <br />k <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 1/3 Depth <br />Allow - (psf)Actual - (psf) <br />0.00.000 0.000 0.13 1.0000.0 <br />359.00.499 1.997+0.60W 3.63 1.000359.9 <br />320.20.374 1.498+0.450W 3.25 1.000322.0 <br />P1.38 <br />1700 E St Andrew Pl - <br />ADA Upgrades12/2/2024