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Drilled Pier Foundation ����,�
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<br /> SiteName: ,���gpjetd y�r
<br /> � ApP.Number. �.�.pTRev 8.�;-�",,�;;.
<br /> TIA-222 Rewson S,��;� G �;!C�y�';
<br /> Tower Type , , If Su ���„��%.
<br /> � Sofl Laterel Ca acit� Com ression U liR
<br /> Comp Uplift �,tD;,q(h�y�a�7�G'�. 11.42 11.42 �
<br /> Moment ki-ft �-- ��SoilSaEe2�a�GtF i'�. 18.82 22.26
<br /> Axial Force k�s 'i�1:;�'1.92 ..,�,931.iA7�� = aimea� �" 107.36 9075
<br /> Shear Force ki s �,:-i,1�1 S %::�Y-;f,�3 �a� .-""£�- 7.1°k 6.0°k �
<br /> . ., .-.
<br /> i Soil Vertiwl Ca oautq � Com ressi0n U IiN
<br /> '_ . ' .r. .. �,i , .�SC�tn Fd€t�ot��=s: 113.47 86.04
<br /> Concrete Stren th fc ��;'�°;3 ksi � "Eird 8e�na�iki�is�; 219.97 -
<br /> Rebar Stren th,F 'g�€p ksi W�i�h�"df`�o'acreCe IY.f"is'. 46.37 3478
<br /> � � '..;"'1"tita€Ca�si 333.45 119.82 �
<br /> : �- •. . i„„u.�>t:#t�[iata - 162.56 94.98
<br /> • F
<br /> De th „i,:i.�,i��.2pft ' „`�-.'.�,.;;r�,-- 48.8% 79.3%
<br /> Ext.Above Grade y�,�o-=;15iS'..ft Reinforced Concrete Ca acit�Com ression U lift
<br /> Pier Section 1 ," ,�riti�Dr"itlr�fE�PYoi""rtTO�: 11.50 11.17 . �
<br /> Fmmo.S'aoove .�dero2o'beiow retle CrlEie,a��tApmCii�- - 107.35 90.65
<br /> � �PierDiameter ,,a�=.;f�fi , C�ikia�lr,�.".p�ti�n�Ci'"'R".�� 1207.90 1002.84
<br /> C Rebar Quantd ' '14 :% �iti 8 9°k 9 0%
<br /> Rebar S¢e S��"�: 1�!
<br /> ClearCovertoTies % -`3in SaiEMli'#�racC3anA�r " 79.3%
<br /> Tie S�ze.,�:_ "'� ?5CrutRuraL.,...fundaSian�l3 -:.- 9.0%
<br /> Groundwater De th �'i�ila'.r.%6 fl #of La ers u�-,_e
<br /> � � ��� �a�`n r�� caicutar �a[�iit���f� U��s��Q �ni��es�i�r ur�, �
<br /> LaV&Y �op �attam Thfskness 9�nar �'Y ar Cohesio�� �;y C!!K?qlbte$Rtrt Ultirrt�S� �rkfl�.£nmp pYltt�'Y�I�tMEtt�., B�a�[� SRi�Btow 5ai TYpe ��
<br /> �:t�7 {�) [ft�3 tpc�}{` {p� (k�� � �a Pr�tiaq�iimq Prtccio�mptth �i`rer�fde ������ � �a ;�aurt�
<br /> �c ik3t3:��: tl�+# w.i�, ����rr�,�•
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<br /> �,: �;^ ,,��.., ��'�. 3 „,;-��$� 150.; ..�:',�,� :}';"�� , "y0��:000 �:-fl.. Ct �,.•a���„E�t�-";��.: ��'�f�, 4�'�. Cohesionless���.
<br /> 2' 3�:i;� 8.5'�, 5 5:���' ��i 150�..: „u . :";z,�. <.�0=0� . G1 . „��;;. �;��' :t7t9�S'�. Cohesionless
<br /> 3 8 5 a..»,�;;:; 20 11 5,,,;-1�} 150'�.. :. . U,. ,...
<br /> .v"^"a�. :�..D�O .3�._ �},..�.•'.. , ��'�. ` �G,�'}'1'�'�., Cohesionless
<br /> Version 1.1A � . ' � . � . .
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