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February 28, 2022 <br /> 96 Ft Monopole Tower Structural Analysis CCf BU No 880407 <br /> Project Number 2078679, Order 601554,Revision 0 Page 4 <br /> Center Number Number feed <br /> Mounting Line of Antenna Level (ft) Elevation Manufacturer Antenna Model of Feed Line <br /> (ft) Antennas Lines Size (in) <br /> 78.0 1 tri_mble I AC_UTIME 200_0 <br /> 75.0 --�-� 2 ^andrew VHL_P1-23-1GR _ 16 5/16 <br /> 72.0 _ 1 ' andrew _ _VHLP2-23--1GR - " 4 1/2 <br /> -- -- 1 - tower mounts_-�—� 3 conduit <br /> 72.0 i Side Arm Mount[SO 102-3] <br /> tower mounts Side Arm Mount[SO 701-1] <br /> 3)ANALYSIS PROCEDURE <br /> Table 3-Documents Provided <br /> Document Reference. . Source <br /> 4-GEOTEC_HNICAL REPORTS 1584039 CCISITES <br /> -_ —.a. <br /> 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS _1 2030378 �— CCISITES <br /> 4-TOWER MANUFACTURER DRAWINGS i 1584077 CCISITES <br /> 4-TOWER REINFORCEMENT DESIGN/DRAWINGS/DATA Appendix D ON FILE—' <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, Grown 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) 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. Crown <br /> Castle 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 Component critical SPP allow % <br /> Elevation(ft) Size P t� — Y Pass/Fail <br /> No. Type Element CK) Capacit <br /> L1 ! 96-88 Pole TP12.75x12.75x0.375 1 { -3.34 633.75 1 9.7 Pass <br /> L2 88-42.25 t^ Pole mm —TP20.865x14x0.1875 2 -7.99 i 740.79 68.7 Pass W <br /> L3 42,25-0—I — Pole— ': TP26.83x20.00224.1875 3 -12.26 973.93 95.0- Pass <br /> i i ! ;Summary. <br /> ; Pole(1-3) I-95.0 Pass._._.- <br /> ---•-- Rating 95.0 Pass <br /> tnxTower Report-version 8.1.1.0 <br />