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Pole Footing Embedded in Soil <br />Dong Engineering IncLic. # : KW-06013880 <br />DESCRIPTION:PAD FOOTING FOR CANT. COL. <br />Title Block Line 1 <br />You can change this area <br />using the "Settings" menu item <br />and then using the "Printing & <br />Title Block" selection. <br />Title Block Line 6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 <br />File: 220325 CANT. COLUMN.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 10 JAN 2025, 3:14PM <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 />+1.149D+0.910E+0.60HGoverning Load Combination : <br />Lateral Load 0.0 <br />Moment 3.240 k-ft <br />Minimum Required Depth 2.750 ft <br />k <br />Restraint @ Ground Surface <br />Pressure at Depth <br />Actual 645.60 psf <br />Allowable 687.50 psf <br />Surface Retraint Force 2,503.34 lbs <br />Controlling Values <br />ft^2Footing Base Area 4.0 <br />Maximum Soil Pressure 0.8703 ksf <br />k <br />k <br />k <br />1.321 <br />k <br />2.160 <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 />0.0 k-ft <br />k-ft <br />3.560 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 0.000+D+H 0.13 1.00031.3 <br />0.00.000 0.000+D+L+H 0.13 1.00031.3 <br />0.00.000 0.000+D+Lr+H 0.13 1.00031.3 <br />0.00.000 0.000+D+S+H 0.13 1.00031.3 <br />0.00.000 0.000+D+0.750Lr+0.750L+H 0.13 1.00031.3 <br />0.00.000 0.000+D+0.750L+0.750S+H 0.13 1.00031.3 <br />0.00.000 0.000+D+0.60W+H 0.13 1.00031.3 <br />0.00.000 0.000+D+0.750Lr+0.750L+0.450W+H 0.13 1.00031.3 <br />0.00.000 0.000+D+0.750L+0.750S+0.450W+H 0.13 1.00031.3 <br />23 of 44 <br />FLOOD ZONE - 5121 W <br />Roberts Dr & #23/19/2025