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� , <br /> October 14,2014 <br /> ' 190-ft Self-Support Tower Structural Analysis CCI BU No 826548 <br /> TEP Project Number 48167.25330,Application 265056, Revisi n 3 Page 7 <br /> Section Elevation(ft) Component Type Size Critical P��b) �Penow(Ib) ��° Pass/Fail <br /> No, Element Capacity <br /> T6 � 11�6366� I Diagonal � L3x3x3/16 � 117 � -12949 � 14802 � 87.5 Pass <br /> S ! : <br /> T7 106.667-100 Diagonal 2L3x3x3/16x1 2 126 -14555 45783 j 31'� � Pass <br /> �46.3 b <br /> T8 100-80 Diagonai L3 1/2x3 1/2x1/4 138 -17192 20524 � 83.8 Pass <br /> T9 80-70 Diagonal L3 1/2x3 1/2x1/4 156 -16641 19094 87.2 Pass <br /> T10 70-60 Diagonal 2L3-1/2x3-1/2x1/ xi/2 165 -18934 64448 29'4 Pass <br /> 40.1 (b) <br /> __._. _ - <br /> T11 � 60-40 � Diagonal �� L3 1/2x3 1/2x /8 �17_7 -19801 23250 1 85.2 Pass � <br /> T12 40-30 Diagonal L3 1/2x3 1/2x /8 195 -18867 21849 86.4 Pass <br /> T13 30-20 Diagonal 2L3 1/2x3 1l2x3/ xi/2 204 -21902 78174 � 28'� Pass <br /> � 32.0(b) <br /> T14 20-0 Diagonal L4x4x3/8 216 -22249 � 26444 84.1 Pass <br /> Ti 190-180 Top Girt L3 1/2x3 1/2x /4 6 -1533 22314 i9 3�b� Pass <br /> T2 180-160 Top Girt L3 1/2x3 1/2x /4 22 20 50039 I p�' Pass <br /> ! <br /> T3 160-140 Top Girt L3 1/2x3 1l2x /8 54 -207 31241 � 1 8'�b� Pass <br /> � <br /> T4 140-120 Top Girt L3 1/2x3 1/2x /8 78 -2335 22854 � 10'2 Pass <br /> � 21.8(b) <br /> T5 120-113.333 Top Girt L4x4x3/8 102 -1958 25883 � 17��b� Pass <br /> �( � 20.1 <br /> T8 100-80 Top Girt I L4x4x3/8 132 -3880 19314 j 23.5(b) Pass <br /> { <br /> T9 SO-70 Top Girt L5x5x5/16 150 -4043 25668 � 15'$ Pass <br /> �— � 34.3(b) <br /> �---...___. _ ���`�`�� _. <br /> Ti i � 60-40�� Top Girt � L5x5x5/16 { 171 � 5520^�� 20429 � 37�'�b� �y ` Pass <br /> t <br /> T12 40-30 Top Girt L5x5x5/i 6 189 -5199 16908 34 9(b) P�S <br /> T14 20-0 Top Girt L5x5x5/16 210 -5476 13974 39.2 Pass <br /> . , <br /> �_� �— �Summary <br /> �—�, � Leg(T13) 90.0 Pass <br /> DI(T6)al 87.5 I Pass <br /> � � T(T14)rt 39.2 Pass <br /> E W� Checks 84.7 Pass <br /> RATING- 90.0 Pass <br /> Table 6-Tower Component Stresses vs. Capaci <br /> Notes Component EI vation (ft) %Capacity Pass/Fail <br /> 1 � Anchor Rods - 54.1 � Pass <br /> 1 Base Foundation Soil Interaction - 84.2 Pass <br /> � 1 Base Foundation Structural � - 33.2 Pass <br /> Structure Rating (max from all omponents)_ � 90.0% <br /> Notes: <br /> 1) See additional documentation in"Appendix C-A ditional Calculations"for calculations supporting the%capacity listed. <br /> tnxTower Report-version 6.1.4.1 <br />