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: . <br /> October i4,20i4 <br /> ' 190-W-Self-Support Tower Structural Analysis CCI BU No 826548 <br /> TEP Project Number 48167.25330,Application 265056, Revisi n 3 Page 5 <br /> Center Number . Number Feed <br /> Mounting Line Antenna <br /> of Antenna Model • of Feed Line Note <br /> Level (ft) Elevation Antennas �anufacturer Lines Size(in) <br /> �ft) - <br /> ` 140.0 140.0 � 3 � Commun ation � HB-X-AW-23-33-OOT <br /> ; 6 1-5/8 2 <br /> ` f� 1 — Tower Mounts Sector Mount[SM 402-3] � <br /> Notes: <br /> 1) Existing equipment;to be removed <br /> 2) Existing equipment <br /> 3) Reserved equipment <br /> Tabie 3- Design Antenna and Cable Information <br /> Center Number � Number Feed <br /> Mounting. Line Antenna - <br /> of Antenna Model of Feed Line <br /> Level (ft) Elevation Antennas Manufacture Lines Size(in) <br /> (ft) <br /> : 190.0 � 190.0 � 12 CSA Wireles � PCS A-060-19 � - ( - <br /> 175.0 � 175.0 ��� 12 CSA Wireles PCS A-060-19 - - <br /> � 155.0 155.0 12 CSA Wireles PCS A-060-19 � - - <br /> 3)ANALYSIS PROCEDURE <br /> Table 4- Documents Provided <br /> Document Rem rks Reference Source <br /> Geotechnical Report � Nodarse &As ociates, Inc. ( 3497292 � CCISites <br /> Tower Foundation Drawings Valmont icroflect 3497291 CCISites <br /> � Tower Manufacturer Drawings Valmont icroflect 3675014 CCISites <br /> i Tower Reinforcement Drawings Tower Engineeri g Professionals 3946359 CCISites <br /> � Post-Modification Inspection Tower Engineeri g Professionals , 4460699 CCISites <br /> 3.1) Analysis Method <br /> tnxTower (version 6.1.4.1), a commercially av ilable analysis software package, was used to create a <br /> three-dimensional model of the tower and alculate member stresses for various loading cases. <br /> Selected output from the analysis is included i Appendix A. <br /> tnxTower Report-version 6.1.4.1 <br />