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Pole Footing Embedded in Soil <br />MS CONSULTING ENGINEERSLic. # : KW-06007915 <br />DESCRIPTION:WIND LOAD, W=26 PSF X 8'X10'/2 = 1040 LB. ASSUMED 80% OPENING X 0.2=0.2 K <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: EC.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 9 FEB 2022, 6:49PM <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 />Circular <br />18.0 <br />250.0 <br />1,500.0 <br />No Lateral Restraint at Ground Surface <br />Pole Footing Shape <br />Pole Footing Diameter . . . . . . . . . . .in <br />Allow Passive . . . . . . . . . . . . . . . . . . . . . .pcf <br />Max Passive . . . . . . . . . . . . . . . . . . . . . .psf <br />Calculate Min. Depth for Allowable Pressures <br />+0.60WGoverning Load Combination : <br />Lateral Load 0.120 <br />Moment 0.960 k-ft <br />Minimum Required Depth 3.0 ft <br />k <br />NO Ground Surface Restraint <br />Pressures at 1/3 Depth <br />Actual 247.075 psf <br />Allowable 248.082 psf <br />Controlling Values <br />ft^2Footing Base Area 1.767 <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 />0.20 <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 />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 />247.10.120 0.960+0.60W 3.00 1.000248.1 <br />223.20.090 0.720+0.450W 2.75 1.000223.2