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Pole Footing Embedded in Soil <br />LIC# : KW-06013959, Build:20.24.08.01 Lovelace Engineering, Inc.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:CLEARANCE BAR FOOTING <br />Lovelace Engineering, Inc. <br />10509 Vista Sorrento Pkwy, Ste. 102 <br />San Diego, CA 92121 <br />Project File: J24373 - VERTICAL.ec6 <br />Project Title:BETTER BUZZ SANTA ANA <br />Engineer:L <br />Pro ect ID:J24373 <br />Project Descr: <br />Code References <br />Calculations per IBC 2021 1807.3, ASCE 7-16 <br />Load Combinations Used : ASCE 7-22 / IBC 2024 (L<=100psf) <br />General Information <br />Circula <br />24.0 <br />250.0 <br />1,500.0 <br />No Lateral Restraint at Ground Surface <br />Pole Footing Shape <br />Pole Footing Diameter . . . . . . . . . in <br />llow Passive . . . . . . . . . . . . . . . .pcf <br />Max Passive . . . . . . . . . . . . . . . . .psf <br />Calculate Min. Depth for Allowable Pressures <br />+0.60WGoverning Load Combinatio <br />Lateral Load 0.06252 <br />Moment 0.5939 k-ft <br />Minimum Required Depth 2.250 ft <br />k <br />NO Ground Surface Restraint <br />Pressures at 1/3 Depth <br />ctual 184.451 psf <br />llowable 186.201 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 />0.1042 <br />9.50 <br />k <br />k <br />k <br />k <br />k <br />k <br />k <br />ft <br />Lateral Distributed Loads (k <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 />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 />184.50.063 0.594+0.60W 2.25 1.000186.2 <br />167.40.047 0.445+0.450W 2.13 1.000167.8 <br />L-38