Laserfiche WebLink
July 30, 2021 <br /> 162.083 Ft Monopole Tower Structural Analysis CCI BU No 826263 <br /> Project Number 2021-003-036, Order 565138, Revision 0 Page 6 <br /> 3)ANALYSIS PROCEDURE <br /> Table 3-Documents Provided <br /> Document Reference , Source <br /> C Tower Drawing 3563309 CClsites <br /> Foundation Information 3841644 CClsites <br /> Geotechnical Report 1 3563308 —T-_ _ CClsites <br /> Rework Drawings 9904586 CClsites <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) 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. Vertical <br /> Structures, Inc. should be notified to determine the effect on the structural integrity of the tower. <br /> tnxTower Report-version 8.1.1.0 <br />