ISE INCORPORATED <br />PHOENIX, AZ <br />Pole Footing Embedded in Soil <br />Description : Pier Embedment <br />Code References <br />File = <br />Project ID: ISE Job No. 9437 <br />Printed 11 JUN 2015. 1223PM <br />ZEV161-1.1519437FN-1. EC6 <br />Build:6.15.1.19, Ver:6.15.1.19 <br />INC. <br />Calculations per IBC 2012 1807.3, CBC 2013, ASCE 7-10 <br />Load Combinations Used : ASCE 7-05 <br />General Information <br />Pole Footing Shape Circular <br />Footing Diameter 60.0 in <br />Calculate Min. Depth for Allowable Pressures <br />No Lateral Restraint at Ground Surface <br />Allow Passive. . 300.0 pcf <br />Max Passive 1,500.0 psf <br />Controlling Values <br />Governing Load Combination : +D+W+H <br />Lateral Load 21.203 k <br />Moment 900.94 k-ft <br />NO Ground Surface Restraint <br />Pressures at 113 Depth <br />Actual 1,498.80 psf <br />Allowable 1,500.0 psf <br />Minimum Required Depth 21.250 ft <br />Footing Base Area <br />Maximum Soil Pressure <br />19.635 ft^2 <br />0.7306 ksf <br />Applied Loads <br />Lateral Concentrated Load <br />D : Dead Load <br />k <br />Lr : Roof Live <br />k <br />L : Live <br />k <br />S : Snow <br />k <br />W : Wind <br />21.203 k <br />E : Earthquake <br />k <br />H : Lateral Earth <br />k <br />Load distance above <br />ground surface <br />42.491 ft <br />Load Combination Results <br />Load Combination <br />D Only <br />+D+L+H <br />+D+Lr+H <br />+D+S+H <br />+D+0.750Lr+0.750L+H <br />+D+0.750L+0.750S+H <br />+D+W+H <br />+D+0.70E+H <br />+D+0.750Lr+0.750 L+0.750W+H <br />Lateral Distributed Load <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />TOP of Load above ground surface <br />ft <br />BOTTOM of Load above ground surface <br />ft <br />Forces @ Ground Surface <br />Loads - (k) <br />Moments - (ft-k) <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />21.203 <br />900.937 <br />0.000 <br />0.000 <br />15.902 <br />675.703 <br />Project Title: ATT EG46 Fox Hollow <br />Engineer: <br />Project Descr: 70' Monopine <br />Vertical Load <br />14.346 k <br />k <br />k <br />k <br />k <br />k <br />k <br />Required <br />Pressure at 1/3 Depth <br />Soil Increase <br />Depth - (ft) <br />Actual - (psf) <br />Allow - (psf) <br />Factor <br />0.13 <br />0.0 <br />0.0 <br />1.000 <br />0.13 <br />0.0 <br />0.0 <br />1.000 <br />0.13 <br />0.0 <br />0.0 <br />1.000 <br />0.13 <br />0.0 <br />0.0 <br />1.000 <br />0.13 <br />0.0 <br />0.0 <br />1.000 <br />0.13 <br />0.0 <br />0.0 <br />1.000 <br />21.25 <br />1,498.8 <br />1,500.0 <br />1.000 <br />0.13 <br />0.0 <br />0.0 <br />1.000 <br />17.88 <br />1,498.6 <br />1,500.0 <br />1.000 <br />O <br />Footing Diameter = 5'-0" <br />