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Pole Footing Embedded in Soil <br />LIC# : KW-06019350, Build:20.23.08.30 Motive Energy Inc.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Concrete Pier with Bolted Steel Post Design - P1 <br />Project File: Samueli Academy - Pier Calculations - RCIII.ec6 <br />Project Title:Samueli Academy <br />Engineer:Elie Sayegh, PE <br />Project ID:1074220072 <br />Project Descr:Concrete Piers supporting Steel Solar Canopies <br />Code References <br />Calculations per IBC 2021 1807.3, ASCE 7-16 <br />Load Combinations Used : ASCE 7-16 <br />General Information <br />Circular <br />42.0 <br />800.0 <br />4,000.0 <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 />+1.124D+0.8750EGoverning Load Combination : <br />Lateral Load 12.937 <br />Moment 161.708 k-ft <br />Minimum Required Depth 9.125 ft <br />k <br />NO Ground Surface Restraint <br />Pressures at 1/3 Depth <br />Actual 2,405.59 psf <br />Allowable 2,406.40 psf <br />Controlling Values <br />ft^2Footing Base Area 9.621 <br />Maximum Soil Pressure 1.773 ksf <br />k <br />k <br />k <br />6.0 <br />k <br />10.0 <br />k <br />Applied Loads <br />k <br />7.90 <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 />3.040 <br />5.760 <br />5.250 <br />10.880 <br />12.50 <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 />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 />1,395.43.040 38.000D Only 5.25 1.0001,397.9 <br />2,075.38.800 110.000+D+Lr 7.88 1.0002,077.9 <br />1,936.97.360 92.000+D+0.750Lr 7.38 1.0001,943.8 <br />1,816.86.190 77.375+D+0.60W 6.88 1.0001,820.1 <br />2,155.99.723 121.531+D+0.750Lr+0.450W 8.13 1.0002,157.8 <br />1,724.45.403 67.531+D+0.450W 6.50 1.0001,731.0 <br />1,673.44.974 62.175+0.60D+0.60W 6.38 1.0001,677.7 <br />2,405.612.937 161.708+1.124D+0.8750E 9.13 1.0002,406.4 <br />2,218.210.462 130.781+1.093D+0.6563E 8.38 1.0002,218.2 <br />Page 11 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024