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<br /> September 29,2017
<br /> 100-ft Self Supporting Tower Structura/Analysis Report CCI BU No 856390
<br /> TEP Project Number 62974.134464,Application 405807, Revision 6 Page 7
<br /> � _.. �
<br />� Se��ic�n , : 'Component " Gr�Ucal,,, � � �
<br /> �leqaiior��f�) � ;,�Size � �(lk�j � Q�F�,raw��b} la�apac�y ;,Pass l Fail �
<br /> ' No. � , � , TYpe::j: ;,�� .�. � Ele�nent -
<br /> �
<br /> i Redund Diag '
<br /> ' . � 1 Bracing 46.5 � Pass
<br /> rv, ._..._�� _.._.._._.�_.._.�.._ .,.��. _ ,_,.,�_ ���.� _�_.� __._� � �T?) � _ � ,w �
<br /> j Inner �
<br /> � ( (�B cing(T5)� 0.3 � Pass
<br /> �. �i 1�,,.,.� .�...w,� ...�.w,.�A� ....M
<br /> ��
<br /> �, „ _._,
<br /> �� Bolt Checks 50.3 Pass
<br /> RATING= 69.6 Pass
<br /> � ,...;..��. ,�,...��.� ��.w���,:....�.���_.,._. �.�.,.��..�w. � w.�._....�..��.��.,......
<br /> Table 6-Tower Component Stresses vs. Capacity
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<br /> '�� Notes ;.. ' �Gamponen� '�� '�� ; Elevat�r�n�(ft) � �� ��a�apacit�� ��� Pass!Fait '��
<br /> � � �. r , ��_ �,
<br /> y.: �� .. . � ��..,..,, _,.... . : ....
<br /> ..�.,�
<br /> 1 Anchor Rods - ; 48.6 Pass
<br /> „���_ �
<br /> . .�.�..,�
<br /> 1 Base Foundation Soil Interaction �� - � 79.3 � Pass
<br /> ���_......� _�„_
<br /> �_€, �m_-_____�
<br /> 1 Base Foundation Structural - 9.0 Pass
<br /> ���,�_���� �_.��.�..�.m �� �...�
<br /> Stru�ture Rating(max frotrl�tl compo�nents)� 79.3%
<br /> Notes
<br /> 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed.
<br /> 4.1) Recommendations
<br /> 1) If the load differs from that described in Tables 1 and 2 of this report, "Appendix B—Base Level
<br /> Drawing" or the provisions of this analysis are found to be invalid, another structural analysis
<br /> should be performed.
<br /> 2) The tower and its foundation have sufficient capacity to carry the proposed load configuration.
<br /> No modifications are required at this time.
<br /> tnxTower Report-version 7.0.5.1
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