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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr- <br />Pole Footing Embedded in Soil <br />LIC# : KW-06018037, Build:20.23.10.02 CHUCK YAGHI & ASSOCIATES <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 ........... 12.0 in <br />Calculate Min. Depth for Allowable Pressures <br />Lateral Restraint at Ground Surface <br />Allow Passive ............... 266.0 pcf <br />Max Passive ................ 1,500.0 psf <br />_.......... ......._........ <br />Controlling Values <br />Governing Load Combinatie0.60W <br />Lateral Load 0.4374 k <br />Moment 1.312 k-ft <br />Restraint @ Ground Surface <br />Pressure at Depth <br />Actual 632.83 psf <br />Allowable 665.0 psf <br />Surface Retraint Force 1,552.77 Ibs <br />Minimum Required Depth 2.60 R <br />Footing Base Area 1.0 ft^2 <br />Maximum Soil Pressure 0.0 ksf <br />Applied Loads <br />Lateral Concentrated Load (k) <br />D <br />: Dead Load <br />k <br />Lr <br />: Roof Live <br />k <br />L : <br />Live <br />0.0 k <br />S : <br />Snow <br />k <br />W <br />: Wind <br />k <br />E : <br />Earthquake <br />k <br />H <br />: Lateral Earth <br />k <br />Load <br />distance above <br />ground surface <br />0.0 ft <br />Load Combination Results <br />Load Combination <br />+0.60W <br />+0.450W <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />-F %Z- - �RA� -a S - A N CE <br />roiect de: n rga.ec J <br />(c) ENERCALC INC 1983-2023 <br />Master ID: <br />Date: <br />,o <br />IFD <br />Distributed Load Soil Surface Surface; Lateral Restraint <br />Lateral Distributed Loads <br />0.1215 <br />TOP of Load above ground surface <br />6.0 <br />BOTTOM of Load above ground surface <br />0.0 <br />Forces C Ground Surface <br />Loads - (k) <br />Moments - (ft-k) <br />0.000 <br />0.000 <br />0.437 <br />1.312 <br />0.328 <br />0.984 <br />Applied Moment (kft) Vertical Load (k) <br />k/ft k-ft k <br />k/ft k-ft k <br />k/ft k-ft k <br />k/ft k-ft k <br />k/ft k-ft k <br />k/ft k-ft k <br />k/ft k-ft k <br />ft <br />it <br />Required <br />Pressure at Depth <br />Soil Increase <br />Depth - (ft) <br />Actual - (psf) Allow - (psf) <br />Factor <br />0.13 <br />0.0 33.3 <br />1.000 <br />2.50 <br />632.8 665.0 <br />1.000 <br />2.25 <br />586.0 598.5 <br />1.000 <br />