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1118 80TH ST SW A T AND T WIRELESS ANTENNA 2025-04-23
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1118 80TH ST SW A T AND T WIRELESS ANTENNA 2025-04-23
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Last modified
4/23/2025 11:46:28 AM
Creation date
4/23/2025 11:43:26 AM
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Address Document
Street Name
80TH ST SW
Street Number
1118
Tenant Name
A T AND T WIRELESS ANTENNA
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May 10, 2023 <br /> 100-ft Self-Supporting Tower Structural Analysis Report CO BU No 856390 <br /> TEP Project Number 62974.851100 Order 628726, Revision 3 Page 4 <br /> 3)ANALYSIS PROCEDURE <br /> Table 3 - Documents Provided <br /> Document Reference Source <br /> Geotechnical Report 4561529 CCISites <br /> Tower Foundation Drawings 4859766 CCISites <br /> Tower Manufacturer Drawings 5184799 CCISites <br /> Tower Reinforcement Drawings 5848675 CCISites <br /> Post-Modification Inspection 6044227 CCISites <br /> 3.1) Analysis Method <br /> tnxTower (version 8.1.1.0), 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 /> 3.2) Assumptions <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 /> This analysis may be affected if any assumptions are not valid or have been made in error. Tower <br /> Engineering Professionals should be notified to determine the effect on the structural integrity of the <br /> tower. <br /> 4)ANALYSIS RESULTS <br /> Table 4-Section Capacity (Summary) <br /> Section Critical Elevation(ft) Component Type Size P(k) Panow(k) o°a Pass/Fail <br /> Now Element Capacity <br /> T1 100-80 Leg BP 8x0.25 2 -18.17 66.87 27.2 Pass <br /> T2 80-60 Leg BP 9x0.375 26 -36.50 136.77 26.7 Pass <br /> T3 60-40 Leg BP 9x0.375 47 -48.70 154.46 i 31.5 Pass <br /> T4 40-30 Leg BP 10x0.5 98 -57.92 235.38 1 24.6 Pass <br /> T5 30-20 Leg BP 10x0.5 125 -67.51 235.38 28.7 Pass <br /> T6 20- 10 Leg BP 10x0.5 152 -77.22 235.34 32.8 Pass <br /> T7 10-0 Leg BP 10x0.5 179 -85.86 235.34 36.5 Pass <br /> T1 100-80 Diagonal L3x3x3/16 10 -2.68 25.09 10.7 Pass <br /> T2 80-60 Diagonal L3x3x1/4 28 -3.33 28.46 11.7 Pass <br /> T3 60-40 Diagonal 2L2x2x3/16x3/8 50 -6.38 15.16 42.1 Pass <br /> T4 40-30 Diagonal 2L2x2x3/16x3/8 101 -6.75 15.61 43.2 Pass <br /> T5 30-20 Diagonal 2L2x2x3/16x3/8 128 -6.99 14.84 47.1 Pass <br /> T6 20- 10 Diagonal 2L2x2x1/4x3/8 155 -6.42 19.19 33.4 Pass <br /> T7 10-0 Diagonal 2L2x2x1/4x3/8 182 -6.36 18.49 34.4 Pass <br /> T3 60-40 Horizontal 2L1 3/4x1 3/4x1/8x3/8 49 -3.20 14.17 22.6 Pass <br /> T4 40-30 Horizontal al 3/4x1 3/4x1/8x3/8 100 -3.47 9.72 35.7 Pass <br /> tnxTower Report-version 8.1.1.0 <br />
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