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60 ft Monopole Tower Structural Analysis June 20, 2019 <br /> Project Number 2019777.824022.02, Order 489098, Revision 0 CCI BU No 824022 <br /> Page 4 <br /> 3)ANALYSIS PROCEDURE <br /> Table 3 -Documents Provided <br /> Document Remarks Reference Source <br /> Valmont Microflect Order#: <br /> Tower Drawings 11011-00, dated 7/21/2000 3536634 CCISITES <br /> Foundation Drawings PSM Job#: 20238, dated 3536632 CCISITES <br /> 05/17/2000 <br /> ADaPT Job#: WA00-4034, dated ! <br /> Geotechnical Report 05/18/2000 3536633 CCISITES <br /> 3.1) Analysis Method <br /> tnxTower (version 8.0.5.0), 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. <br /> 3.2) Assumptions <br /> 1) Tower and structures were built and maintained in accordance with the manufacturer's <br /> specifications. <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. GPD <br /> should be notified to determine the effect on the structural integrity of the tower. <br /> 4)ANALYSIS RESULTS <br /> Table 4-Section Capacity (Summary) <br /> Section Elevation(ft) Component Size Critical P(K) SF*P_allow % Pass I Fail <br /> No. Type Element (K) Capacity <br /> L1 I 60-31.75 I Pole TP23.06x19.68x0.1875 1 -7.75 ( 821.65 I 30.0 Pass I <br /> T L2 31.75-0 Pole TP26.5x22.1765x0.2188 2 -10.95 I- 1126.491—59.8 Pass J <br /> Summary ELC: LC7 <br /> r Pole(L2) 59.8 Pass <br /> Rating= I 59.8 I Pass <br /> tnxTower Report-version 8.0.5.0 <br />