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• <br /> Title Block Line 1 Project Title: <br /> You can change this area Engineer: Project ID: <br /> using the"Settings"menu item Project Descr: <br /> and then using the Printing& <br /> Title Block"selection. <br /> Title Block Line 6 I,2a+:; <;28 APA <br /> File=dADocuments\ENERCALC Data Files\7421 ec6 <br /> Pole Footing Embedded in S.oil ENERCALC,INC.1983-2016,Build:6.16.3.30,Veri6.0.25 l <br /> Li( �jj i s Tfl [yam S C A <br /> 1c.7-.� t�CW�l6g0813i.�.a �. � .• •. �.. .a.-: , -� �j:.. . ...... ...xe..,._.,.x�A..vs: .: AT*ti i'C �tt .... .... SFiSI .. M.I�X�t{tea .. <br /> Description: deck footing <br /> Code References <br /> Calculations per IBC 2009 1807.3, CBC 2010,ASCE 7-10 <br /> Load Combinations Used :ASCE 7-05 <br /> General Information <br /> Pole Footing Shape Circular <br /> Pole Footing Diameter 24 in <br /> Calculate Min.Depth for Allowable Pressures Point _ -.4 <br /> No <br /> No Lateral Restraint at Ground Surface 1 <br /> Allow Passive 250.0 Pcf I <br /> Max Passive 1,500.0 psf <br /> Controlling Values <br /> ri <br /> Goveming Load Combination: +D+0,70E+H <br /> a., <br /> Lateral Load 0.2604 k <br /> Momentk-ft <br /> 2.474 <br /> NO Ground Surface Restraint <br /> I Surface �i No lateral estra nt <br /> Pressures at 1/3 Depth -t <br /> Actual 309.590 Psf <br /> Allowable 310.165 psf <br /> V <br /> 1. <br /> hh�mn DeP 315e it <br /> • 0 <br /> Footing Base Area 3.142 ft"2 Foonog olameter=z.o <br /> Maximum Soil Pressure 1.497 ksf <br /> Applied Loads <br /> Lateral Concentrated Load (k) Lateral Distributed Loads (MOVertical Load (k) <br /> D:Dead Load 0.0 k 0.0 0.0 0.0 k/ft 0.4950 k <br /> Lr:Roof Live 0.0 k 0.0 0.0 0.0 k/ft 0.0 k <br /> L:Live 0.0 k 0.0 0.0 0.0 k/ft 4.208 k <br /> S:Snow 0.0 k 0.0 0.0 0.0 k/ft 0.0 k <br /> W:Wind 0.0 k 0.0 0.0 0.0 k/ft 0.0 k <br /> E:Earthquake 0.3720 k 0.0 0.0 0.0 k/ft 0.0 k <br /> H:Lateral Earth 0.0 k 0.0 0.0 0.0 k/ft 0.0 k <br /> Load distance above TOP of Load above ground surface <br /> ground surface 9.50 ft 0.0 0.0 0.0 ft <br /> BOTTOM of Load above ground surface <br /> 0.0 0.0 0.0 ft <br /> Load Combination Results <br /> ri WIC Foxes gGroundSurfar Regt}ited Pressure-et 1t I3epth S !hcrrse <br /> .��� Po3 fib , :: <br /> ; e%E Loads-(k) Moments (ft k)' Depth (ft) Acto {"pSf) ll (psf)�; Fetor <br /> D Only 0.000 0.000 0.13 0.0 0.0 1.000 <br /> }D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 <br /> +D+Lr+H 0.000 0.000 0.13 0.0 0.0 1.000 <br /> +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 <br /> +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 <br /> +D+0.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 <br /> +D+W+H 0.000 0.000 0,13 0.0 0.0 1.000 <br /> +D+0.70E+H 0.260 2.474 3.75 309.6 310.2 1.000 <br /> +D+0.750Lr+0.750L+0.750W+H 0.000 0.000 0.13 0.0 0.0 1.000 ' <br />