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July 20, 2025 <br />60-ft Monopole Tower Structural Analysis Report CCI BU No 845391 <br />TEP Project Number 229344.1130072, Order 709035, Revision 0 Page 4 <br />tnxTower Report - version 8.3.1.2 <br />Mounting <br />Level (ft) <br />Center <br />Line <br />Elevation <br />(ft) <br />Number <br />of <br />Antennas <br />Antenna <br />Manufacturer Antenna Model <br />Number <br />of Feed <br />Lines <br />Feed <br />Line <br />Size (in) <br />36.0 36.0 <br />3 JMA Wireless MX08FRO665-21 w/ Mount Pipe <br />1 1-3/8 <br />3 Samsung Telecom. RF4451d-70A <br />3 Samsung Telecom. RF4450t-71A <br />1 Raycap RDIDC-9181-PF-48 <br />1 Tower Mounts Commscope MC-K6MHDX-9-96 <br />(3) <br /> <br /> <br />3) ANALYSIS PROCEDURE <br /> <br />Table 3 - Documents Provided <br />Document Reference Source <br />Geotechnical Report 4718580 CCISites <br />Tower Foundation Drawings 5199492 CCISites <br />Tower Manufacturer Drawings 4718581 CCISites <br /> <br /> 3.1) Analysis Method <br /> <br />tnxTower (version 8.3.1.2), 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. When applicable, Crown Castle has <br />calculated and provided the effective area for panel antennas using approved methods following the <br />intent of the TIA-222 Standard. <br /> <br /> 3.2) Assumptions <br /> <br />1) The tower and structures were maintained in accordance with the TIA-222 Standard. <br />2) The configuration of antennas, transmission cables, mounts and other appurtenances are as <br />specified in Tables 1 and 2, and the referenced drawings. <br /> <br />This analysis may be affected if any assumptions are not valid or have been made in error. TEP should <br />be notified to determine the effect on the structural integrity of the tower. <br /> <br /> <br />4) ANALYSIS RESULTS <br /> <br />Table 4 - Section Capacity (Summary) <br />Section <br />No. Elevation (ft) Component Type Size Critical <br />Element P (k) ΦΦΦΦPallow (k) % <br />Capacity Pass / Fail <br />L1 60 - 45 Pole TP33.2x33.2x0.25 1 -11.69 902.37 13.1 Pass <br />L2 45 - 30 Pole TP33.2x33.2x0.25 2 -17.06 902.37 32.8 Pass <br />L3 30 - 0 Pole TP37.7x33.2x0.2813 3 -22.61 1152.85 54.8 Pass <br /> Summary <br /> Pole (L3) 54.8 Pass <br /> RATING = 54.8 Pass <br /> <br />