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November 18, 2025 <br />58.0 -ft Monoeucalyptus Structural Analysis Fairview Business Park (CLL01580) <br />TEP Project Number 353924.1184090 Page 5 <br /> <br />4) ANALYSIS RESULTS <br /> <br />Table 3 - Section Capacity (Summary) <br />Section No. Elevation (ft) Component Type Size Critical <br />Element P (K) ΦPallow (K) % <br />Capacity Pass / Fail <br />L1 58 - 16 Pole TP35.15x18x0.2188 1 -15.04 1414.00 25.4 Pass <br />L2 16 - 1 Pole TP40.837x32.9363x0.25 2 -18.05 1978.24 28.5 Pass <br /> Summary <br /> Pole (L2) 28.5 Pass <br /> RATING = 28.5 Pass <br /> <br />Table 4 - Tower Component Stresses vs. Capacity <br />Notes Component Elevation <br />(ft) % Capacity Pass / Fail <br />1,2,3 Anchor Rods - 26.3 Pass <br />1,2 Base Plate - 20.1 Pass <br />1,2,4,5 Base Foundation <br />(Design Reaction Comparison) - 33.3 Pass <br /> <br />Structure Rating (max from all components) = 33.3% <br />Notes: <br />1) Rating per TIA-222-H, Section 15.5 <br />2) See additional documentation in “Appendix B - Additional Calculations” for calculations supporting the % capacity listed. <br />3) Seismic controls capacity. <br />4) Foundation capacity is determined by comparing analysis reactions to original design reactions. Design loads were <br />multiplied by 1.35 for comparison as allowed by TIA-222-H, Section 15.6.2. <br />5) Although the axial and shear capacity are at 46.3% and 41.1%, respectively, the moment reaction in the governing criteria <br />for a monopole drilled shaft foundation. Therefore, the overall capacity for this foundation is 33.3%. <br /> <br />4.1) Recommendations <br /> <br />1) If the load differs from that described in Table 1 of this report or the provisions of this analysis are <br />found to be invalid, another structural analysis should be performed. <br />2) The tower and its foundation have sufficient capacity to carry the proposed load configuration. <br />No modifications are required at this time. <br />3) TEP did not have sufficient information to perform a foundation analysis. If a foundation analysis <br />is required, please provide TEP with a geotechnical report for this site to determine the <br />substructure capacity. If this information is not available, TEP recommends a geotechnical <br />investigation. <br /> <br /> <br />