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Pole Footing Embedded in Soil <br />LIC# : KW-06019698, Build:20.23.05.25 DONG ENGINEERING INC (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:PAD FOOTING FOR CANT. COL. <br />Project File: 250421 CANT. COLUMN.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 : ASCE 7-16 <br />General Information <br />Rectangular <br />24.0 <br />250.0 <br />1,500.0 <br />Lateral Restraint at Ground Surface <br />Pole Footing Shape <br />Pole Footing Width . . . . . . . . . . . . .in <br />Allow Passive . . . . . . . . . . . . . . . . . . . . . .pcf <br />Max Passive . . . . . . . . . . . . . . . . . . . . . .psf <br />Calculate Min. Depth for Allowable Pressures <br />+D+0.70EGoverning Load Combination : <br />Lateral Load 0.0 <br />Moment 0.6311 k-ft <br />Minimum Required Depth 1.625 ft <br />k <br />Restraint @ Ground Surface <br />Pressure at Depth <br />Actual 360.201 psf <br />Allowable 406.250 psf <br />Surface Retraint Force 825.32 lbs <br />Controlling Values <br />ft^2Footing Base Area 4.0 <br />Maximum Soil Pressure 0.05563 ksf <br />k <br />k <br />k <br />0.2225 <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 />8.0 <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 />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />ft <br />Applied Moment (kft) <br />k-ft <br />k-ft <br />k-ft <br />k-ft <br />k-ft <br />0.9016 k-ft <br />k-ft <br />ground 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 Depth <br />Allow - (psf)Actual - (psf) <br />0.00.000 0.000D Only 0.13 1.00031.3 <br />0.00.000 0.000+0.60D 0.13 1.00031.3 <br />360.20.000 0.631+D+0.70E 1.63 1.000406.3 <br />317.10.000 0.473+D+0.5250E 1.50 1.000375.0 <br />360.20.000 0.631+0.60D+0.70E 1.63 1.000406.3 <br />28 of 32