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April 4, 2023 <br />7.0 ft T-Arm Mount Analysis CCI BU No 825183 <br />Order 564887, Revision 3 Page 5 <br />ENG-FRM-10208, Rev. E <br />4) ANALYSIS RESULTS <br />Table 3 - Mount Component Stresses vs. Capacity (T-Arm, Worst Case Sector) <br />Notes Component Critical <br />Member Centerline (ft) % Capacity Pass / Fail <br />1,2 <br />Mount Pipe(s) MP2 <br />45.0 <br />21.5 Pass <br />Horizontal(s) H1 42.8 Pass <br />Standoff(s) S1 28.2 Pass <br />Mount Connection(s) --31.4 Pass <br />Structure Rating (max from all components) =42.8% <br />Notes: <br />1) See additional documentation in "Appendix C - Software Analysis Output" for calculations supporting the % capacity <br />consumed. <br />2) See additional documentation in “Appendix D – Additional Calculations” for detailed mount connection calculations. <br /> 4.1) Recommendations <br />The mount has sufficient capacity to carry the proposed loading configuration. In order for the results of the <br />analysis to be considered valid, the proposed mount listed below must be installed. <br />1. Commscope MC-K6MHDX-9-96 <br />No structural modifications are required at this time, provided that the above-listed changes are <br />implemented. <br />2210 3-4 N Grand <br />WCC02 - <br />10111268508/01/23