Laserfiche WebLink
July 06, 2021 <br /> 130 Ft Monopole Tower Structural Analysis CC/BU No 815285 <br /> Project Number 85660.014.01, Order 565122, Revision 0 Page 4 <br /> Center Number Number Feed <br /> Mounting Line Antenna <br /> of Antenna Model of Feed Line <br /> Level (ft) Elevation Antennas Manufacturer Lines Size (in) <br /> 86.0 1 -- T-Arm Mount[TA 602-3_KCKR1 <br /> 3 Cornmscope FFHH-65C-R3 <br /> 2 Commscope HCS 2.0 <br /> 85.0 <br /> 3 Nokia AEHC <br /> 3 Nokia AHFIG_TMO <br /> 71.0 1 -- Side Arm Mount[SO 103-3] <br /> 72.0 3 Vzw Sub6 Antenna <br /> 6 Commscope NHH-45C-R2B <br /> 3 Ericsson RADIO 4449 <br /> 70.0 <br /> 69 0 3 Ericsson RADIO 8843 3 1-5/8 <br /> 3 Raycap RVZDC-6627-PF-48 <br /> 3 Ericsson 4408 W/KRE 105 281/1 <br /> 69.0 1 Platform Mount <br /> [LP 303-1_KCKR-HR-1] <br /> 6(3.0 3 Ericsson STREETMACRO 6701 <br /> 3) ANALYSIS PROCEDURE <br /> Table 3 -Documents Provided _ <br /> Document Reference Source <br /> Tower Manufacturer Drawing 500355 CCI Sites <br /> Foundation Drawing 593722 CCI Sites <br /> Geotech Report 141158 CCI Sites <br /> Crown CAD Package Date: 06/21/2021 CCI Sites <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) The 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 /> 3) Base and flange plate design methodology of the manufacturer has been reviewed and found to <br /> be an acceptable means of designing to resist the full capacity of the bolts and shaft. <br /> 4) The flange detail at 120' were not available, and the flange was not evaluated. <br /> This analysis may be affected if any assumptions are not valid or have beer made in error. B+T <br /> Group should be notified to determine the effect on the structural integrity of the tower. <br /> tnxTower Report-version 8.1.1.0 <br />