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Upste;e Engineenng <br />FO Box 952 <br />Lynnwcod, WA 9CG45 <br />2G6-280-4715 <br />sevices@upstatsena��,r.eerinq ce�n <br />_ ___ __. __...-_-_.. _._._...__.. _- <br />Pole Footing Embedded in Soil <br />Descriplion �. <br />Code Re(erences __ _ __ _ <br />Calculations per IBC 2006 1805.7.2, CBC 2007, ASCE 7-05 <br />Load Combinations Used : IBC 2006 <br />Gencral lnformation ____ _ <br />- ---- _ -- _ __ <br />Fo!c Fooling Shape Circular <br />Fmting Diameler .............. 12.0 �� .... .. <br />Calculate .nin. Deplh for Allowable Pressures <br />�!o Laleral Restrainl at Ground Sudace <br />Allcw Passive . . .. .. . . ...... . ... 250.0 Pc( <br />`.1ax Passive . . . . . .. . . . ... . . . . .. 1,500.0 Psf <br />Controlling Values <br />�oveming Load Combination : +p+W+H <br />La;eral load 0.1430 k <br />1; oment 1.144 k�lt <br />NO Ground Surface Restraint <br />Pressures a1113 Depih <br />AcNal 305.314 PS� <br />Allowabie 307.303 Ds� <br />� �dinimum Required Depth 3750 ft <br />Fco�ing Base Area 0 7854 fl"2 <br />I.�aximwn Soil Pressure 1 �999 �� <br />Appliod Loads <br />. . _- . _. . __ .___ _ _. __. . _ _ _ -_.__-_-. <br />I,ateral Concenlraled Load Lateral Distri6uted Load <br />U: Dead Lwd 0.0 k 0.0 klfl <br />l.r . Roc� Live 0.0 k 4.� M1h <br />L. L�ve 0.0 k 0.0 Nl�l <br />��. Snow 0.0 k 0.0 klfl <br />l'; �.47ind 0.1490 k 0.0 UI� <br />F�. Eart�quake 0.0 k 0.0 klft <br />I i. Leteral Eanh 0.0 k 0.0 klfl <br />l caA distance above TOP o( Load above ground sudacc <br />groundsuAace B.Oft O.O lt <br />BOTTOM o( Load above 9 rc�.�nd _urf �rr, <br />0 0 I; <br />Load Combination Resulis <br />Load Combina6on <br />D Only <br />. D �L+H <br />. D �Lr+H <br />,D+�+H <br />� D�OJ50LraU750L+N <br />•Da0750L+075uS�H <br />��+W+H <br />. ��� �0.70E�l1 <br />�� ��iJ:�Lr �f! 7L'7_�0 75ri!'f �l l <br />Forces Qs Ground Sudace <br />Loaas-�k) MnmenU-(A�k) <br />o��no o.oao <br />0.000 0.000 <br />o.000 o.000 <br />0.000 0.000 <br />0.000 0.000 <br />0.000 0.000 <br />0.143 1.144 <br />0,000 0.000 <br />0107 08�8 <br />Required , <br />�epih - (fl) <br />0.13 <br />0.13 <br />0.13 <br />0.13 <br />0.13 <br />0.13 <br />3.75 <br />0.13 <br />135 <br />- --Flto= c�Laa� <br />ENERCALC. INC. <br />�o-! Eca <br />ve�:c o �s <br />FooYnp Rallqla • 1'.0. <br />vcrtical load <br />0.58G0 k <br />00'.: <br />0.'J8� � <br />00 k <br />0.0 k <br />00 k <br />00➢. <br />Pressur at 113 Cep�h <br />Actual-(ps� ALow-�ps� <br />a.o 00 <br />0.0 0.0 <br />0.0 0.0 <br />0.0 0.0 <br />0.0 0.0 <br />0.0 0.0 <br />305.3 307.3 <br />0.0 0,0 <br />7.75.1 27G.1 <br />Soiilncrease <br />Fador <br />1.00 ) <br />1 OGJ <br />t00� <br />1.000 <br />1.000 <br />1.Oi0 <br />1A(0 <br />tAC�O <br />1.00i0 <br />. .... . . .. .. ,.� . , _ <br />_ _...._:_. ...., . ,.. . . . . . .. . . -. , . . . {. <br />