Laserfiche WebLink
June 18, 2025 <br />59 Ft Monopole Tower Structural Analysis CCI BU No 845404 <br />Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 4 <br />tnxTower Report - version 8.3.0.5 <br /> 3.1) Analysis Method <br /> <br />tnxTower (version 8.3.0.5), 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-standared. <br /> <br /> 3.2) Assumptions <br /> <br />1) 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 Table 1 and the referenced drawings. <br /> <br />This analysis may be affected if any assumptions are not valid or have been made in error. Telamon <br />should be notified to determine the effect on the structural integrity of the tower. <br /> <br />4) ANALYSIS RESULTS <br /> <br />Table 3 - Section Capacity (Summary) <br />Section <br />No. Elevation (ft) Component <br />Type Size Critical <br />Element P (K) SF*P_allow <br />(K) % <br />Capacity Pass / Fail <br />L1 59 - 19.9167 Pole TP24.382x16.562x0.2813 1 -10.18 1295.23 49.9 Pass <br />L2 19.9167 - 0 Pole TP27.8x23.0025x0.3438 2 -13.84 1866.74 52.5 Pass <br /> Summary <br /> Pole (L2) 52.5 Pass <br /> RATING = 52.5 Pass <br /> <br />Table 4 - Tower Component Stresses vs. Capacity - LC5 <br />Notes Component Elevation (ft) % Capacity Pass / Fail <br />1 Anchor Rods 0 44.0 Pass <br />1 Base Plate 0 33.8 Pass <br />1 Base Foundation (Structure) 0 35.5 Pass <br />1 Base Foundation (Soil Interaction) 0 29.0 Pass <br /> <br />Structure Rating (max from all components) = 52.5% <br />Notes: <br />1) See additional documentation in “Appendix C – Additional Calculations” for calculations supporting the % capacity <br />consumed. <br /> <br /> 4.1) Recommendations <br /> <br />The tower and its foundation have sufficient capacity to carry the proposed load configuration. No <br />modifications are required at this time.