Laserfiche WebLink
Pole Footing Embedded in Soil <br />LIC# : KW-06018037, Build:20.23.10.02 <br />Code References <br />Calculations per IBC 2021 1807.3, ASCE 7-16 <br />Load Combinations Used : IBC 2021 <br />General Information <br />Pole Footing Shape Rectangular <br />Pole Footing Width ........... 24.0 in <br />Calculate Min. Depth for Allowable Pressures <br />No Lateral Restraint at Ground Surface <br />Allow Passive ............... 266.0 pcf <br />Max Passive ................ 1,500.0 psf <br />Controlling Values <br />Governing Load Combinatie0.70E+H <br />Lateral Load <br />0.3970 k <br />Moment <br />2.382 k-ft <br />NO Ground Surface Restraint <br />Pressures at 1/3 Depth <br />Actual <br />293.431 psf <br />Allowable <br />295.129 psf <br />CITY OF SANTA ANA <br />Project Title: <br />Engineer: <br />Planning and Building Agency <br />Project <br />� <br />Project De Descr: <br />Approved <br />- ProjectFile,gSSII. NCE <br />Project Fileile� gti.ec6 <br />& ASSOCIATES - - <br />(G) ENERCALG INC 1983-2023 <br />Master ID: <br />Date: <br />Point Load <br />NUrdmum Required Depth 3.375 ft <br />Footing Base Area 4.0 ft^2 <br />Maximum Soil Pressure 0.0 ksf <br />Applied Loads <br />I atPral ( nnrP_ntratP_d Lnad 10 Lateral Distributed Loads <br />D <br />: Dead Load <br />k <br />Lr <br />: Roof Live <br />k <br />L : <br />Live <br />k <br />S : <br />Snow <br />k <br />W <br />: Wind <br />k <br />E : <br />Earthquake <br />0.290 k <br />H <br />: Lateral Earth <br />0.1940 k <br />Load distance above <br />ground surface <br />6.0 ft <br />Load Combination Results <br />Load Combination <br />H Only <br />+0.70E+H <br />+0.5250E+H <br />+0.60H <br />+0.70E+0.60H <br />TOP of Load above ground surface <br />BOTTOM of Load above ground surface <br />Forces @ Ground Surface <br />Loads - (k) <br />Moments - (ft-k) <br />0.194 <br />1.164 <br />0.397 <br />2.382 <br />0.346 <br />2.078 <br />0.116 <br />0.698 <br />0.319 <br />1.916 <br />0 <br />Soi' Surface No lateral restrai t <br />Vertical Load (k) <br />k/ft <br />k <br />k/ft <br />k <br />k/ft <br />k <br />k/ft <br />k <br />k/ft <br />k <br />k/ft <br />k <br />k/ft <br />k <br />ft <br />ft <br />Required <br />Pressure at <br />1/3 Depth <br />Soll increase <br />Depth - (ft) <br />Actual - (psf) <br />Allow - (psf) <br />Factor <br />2.63 <br />224.4 <br />226.5 <br />1.000 <br />3.38 <br />293.4 <br />295.1 <br />1.000 <br />3.25 <br />279.1 <br />280.2 <br />1.000 <br />2.13 <br />186.4 <br />187.8 <br />1.000 <br />3.13 <br />271.0 <br />271.8 <br />1.000 <br />