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127 Ft Monopole Tower Structural Analysis <br />Project Number 37518-0703.001.7805, Application 423837, Revision 1 <br />Notes: <br />1) Existing Equipment <br />2) Equipment To Be Removed <br />Table 3 - Design Antenna and Cable Information <br />February 19, 2018 <br />CCI BU No 823967 <br />a'e-4,_. <br />'Center . ' <br />Mounting Le emberLineA <br />tenna <br />� <br />l+lumber <br />Feed' <br />' <br />Of . <br />Level,i t) Elevation <br />Antennas <br />Mar4ufact i er <br />Antenna odel <br />M <br />of Feed <br />Line <br />'(in)' <br />(ft) <br />Lines: <br />Size <br />i <br />3) ANALYSIS PROCEDURE <br />Table 4 - Documents Provided <br />3.1) Analysis Method <br />tnxTower (version 7.0.5.1), a commercially available analysis software package, was used to create a <br />three-dimensional model of the tower and calculate member stresses for various loading cases. <br />Selected output from the analysis is included in Appendix A. <br />3.2) Assumptions <br />1) Tower and structures were built in accordance with the manufacturer's specifications. <br />2) The tower and structures have been maintained in accordance with the manufacturer's <br />specification. <br />3) The configuration of antennas, transmission cables, mounts and other appurtenances are as <br />specified in Tables 1 and 2 and the referenced drawings. <br />4) Wind loading governs. Seismic forces have been inputted as user defined loads for use within <br />tnxTower. The foundation, anchor rods, flanges, and base plate have been analyzed for the <br />reactions from the wind loading analysis. <br />This analysis may be affected if any assumptions are not valid or have been made in error. Paul J. <br />Ford & Company should be notified to determine the effect on the structural integrity of the tower. <br />tnxTower Report - version 7.0.5.1 <br />