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� Sepfember 29,2017 <br /> f 00-ft Self Supporting Tower Structural Analysis Report CCI BU No 856390 <br /> TEP Project Number 62974.134464,Application 405807, Revision 6 Page 5 <br /> 3)ANALYSIS PROCEDURE <br /> Table 4- Documents Provided <br /> „ �. � � �.... ; , <br /> �� .,, <br /> �� , r�.. <br /> �, <br /> ` � [?ocurn��nT �� - ����� , R�ma�l�s �' =� ` Refierence �S�urc� <br /> _ . <br /> Supplementai Geotechrncal Report Morrison Hershfield Corporation ; 4561529 CCISites <br /> r...._�.._.__� <br /> _...._______ _ ..___.._____��.__.�__.__��_.��____._._...._:_ .� <br /> Tower Foundation Drawings � Andrew Corporation ����������������������4859766� � CCISites <br /> �Tower Manufacturer Drawings � Andrew Corporation j 5184799 �CCISites� <br /> ��Tower Stee�a�nd�ppurtenance Tower Engineering Professiona��������ls����� 5184799 �� CCISites <br /> pp 9 , <br /> �....�_.__�_.._...x�___..V..�.�.�._�.,..�.�,_ ���. __�. _._..V.�.. �.�. <br /> Tower Reinforcement Drawings Tower Engineering Professionals j�5848675 CCISites <br /> ��._ �...�..�._...W..V.._ <br /> Post Modification Inspection Sinnott Gering and Schmitt Towers 6044227� CCISites <br /> 3.1) Analysis Method <br /> tnxTower (version 7.0.5.1), 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) The tower and foundation were built in accordance with the manufacturer's specifications. <br /> 2) The tower and foundation have been maintained in accordance with the manufacturer's <br /> specification. <br /> 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as <br /> specified in Tables 1 and 2, and "Appendix B—Base Level Drawing". <br /> 4) All tower components are in sufficient condition to carry their full design capacity. <br /> 5) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is <br /> left to the carrier or tower owner to ensure conformance. <br /> 6) All antenna mounts and mounting hardware are structurally sufficient to carry the full design <br /> capacity requirements of appurtenance wind area and weight as provided by the original <br /> manufacturer specifications. It is the carrier's responsibility to ensure compliance to the structural <br /> limitations of the existing and/or proposed antenna mounts. TEP did not perform a site visit to <br /> verify the size, condition or capacity of the antenna mounts and did not analyze antennas <br /> supporting mounts as part of this structural analysis report. <br /> This analysis may be affected if any assumptions are not valid or have been made in error. Tower <br /> Engineering Professionals should be notified to determine the effect on the structural integrity of the <br /> tower. <br /> 4)ANALYSIS RESULTS <br /> Table 5-Section Capacity(Summary) <br /> � Section�� � G �` � ���. �. <br /> E(�Ya�i01#(1t) Omp�Dqet3t �S�z� .�� � � �'`�##�� P(�ti� �; �Pa�ww�tb} 1a GapaCity PaSS;I-�ail - <br /> No. - � YYE��� " ' ` .,�, _. _ � �IetnerCt � - <br /> Ti � 100-80 � Leg BP 8x0.25 2 -24282 � 49851 48.7 � Pass <br /> ; T2 80-60 Leg BP 9x0.375 � 26 -46751 � 103669 45.1 � Pass , <br /> ,_�� �..�m��.� ,... <br /> e � .�.�_.....�I <br /> T3 � 60-40 � ^ Leg V ��BP 9x0.375� 47 � -61401 �� 122521 �50 1�� Pass � <br /> T4 � 40-30 Leg ��BP 10x0.� p98�� -72630��189258 38.4 Pass �� <br /> ,.....����, ... _.�,:;.�.a�W.... <br /> ; T5 � 30-20� Leg � BP 10x0.5 �125 ' -84282� 189258 44.5 � Pass <br /> T6 �20-10� Leg ��� BP 10x0.5 152 -96048 189210 50.8 � Pass <br /> �� � <br /> T7 � 10-0 Leg BP 10x0.5 179 -106421 189210 562 Pass <br /> tnxTower Report-version 7.0.5.1 <br />