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July 20, 2021 <br /> 14.5 ft. Platform Mount Modification CCI BU No. 826263 <br /> Project Number 92189.006.01, Order 565138, Revision 0 Page 5 <br /> 4)ANALYSIS RESULTS <br /> Table 3-Mount Component Stresses vs. Capacity (Platform Mount) <br /> Notes Component Centerline(ft) Critical % Capacity Pass/Fail <br /> Member <br /> Main Horizontals 136 51 24.4 Pass <br /> Support Tubes 136 4 50.1 Pass <br /> Mount Pipes 136 78 58.5 Pass <br /> 1,2 Connection Plates 136 89 83.6 Pass <br /> Support Angles 136 32 13.5 Pass <br /> Support Rails 136 72 83.8 Pass <br /> Stabilizer Kit 136 M108 17.6 Pass <br /> 3 Connection Bolts 136 - 47.88 Pass <br /> Structure Rating (max from all components)= 83.8% <br /> Notes: <br /> 1) See additional documentation in"Appendix C-Software Analysis Output"for calculations supporting the%capacity <br /> consumed. <br /> 2) All sectors are typical <br /> 3) See additional documentation in"Appendix D-Additional Calculations"for calculations supporting the%capacity <br /> reported. <br /> 4.1) Recommendations <br /> The mount has sufficient capacity to carry the proposed loading configuration. In order for the results of <br /> the analysis to be considered valid, the structural modifications listed below must be completed. <br /> 1. Add (1) Reinforcement Kit, SiteProl Part# PRK-SFS-L connected to the existing support rail <br /> pipes <br /> Engineering detail drawings have been provided in Appendix E—Mount Modification Design Drawings. <br />