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. � <br /> July 6,2014 <br /> i90-ft Se/f Support Tower StrucfuralAnalysis CCI BU No 826548 <br /> TEP Project Number 48167.21337,Application 249995, Revisi 0 Page 6 <br /> 4)ANALYSIS RESULTS <br /> Table 5-Section Capacity(Summary) <br /> Section� Elevation(ft) Component Siie , Critical ° P��b� �Penow(Ib) ��° Pass/Fail <br /> No. Type Element • Capacity <br /> Ti 190-180 Leg Pipe 2.5 STD j 2 -14294.200 53865.898 26.5 Pass <br /> ` T2 180-160 Leg PIPE 3.5 STD a 20 -61097.500 96872.297 63.1 Pass <br /> ; <br /> T3 160-140 Leg Pipe 5 STD ' 50 -121180.000 157400.000 77.0 Pass <br /> T4 140-120 Leg Pipe 8 STD j 74 -190038.000 . 30771.000 57.5 Pass <br /> ' T5 120-113.333 Leg Pipe 8 STD ,'+ 98 -212672.000 30771.000 64.3 Pass <br /> <6 11106366� Leg Pipe 8 STD ! 110 -235567.000 30771.000 71.2 Pass <br /> T7 106.667-100 Leg Pipe 8 STD � 119 -256715.000 30771.000 77.6 Pass <br /> T8 100-80 Leg Pipe 10 STD(SCH 0) ° 128 -317710.000 61312.000 68.9 Pass <br /> T9 80-70 Leg Pipe 10 STD(SCH 0) � 146 -350805.000 61312.000 76.0 Pass <br /> T10 70-60 Leg Pipe 10 STD(SCH 0) 158 -383508.000 61312.000 83.1 Pass <br /> T11 60-40 Leg Pipe 12 STD 167 -449897.000 573746.000 78.4 Pass <br /> T T12 40-30 Leg Pipe 12 STD � 185 -482710.000 573746.000 84.1 Pass <br /> T13 30-20 Leg Pipe 12 STD � 197 -515124.000 73746.000 89.8 Pass <br /> , T14 20-0 Leg Pipe 12 XH � 206 -580543.000 756510.000 76.7 Pass <br /> Ti 190-180 Diagonal Li 3/4x1 3/4x3/1 � 9 -4329.020 6583.670 65.8 Pass <br /> T2 180-160 Diagonal L2x2x3/16 ; 28 -8914.820 9562.730 93.2 Pass <br /> < T3 160-140 Diagonal 2L21/2x2 1/2x3/16 /8 � 57 -12051.500 39132.000 64.8(b) �Pass <br /> T4 140-120 Diagonal L3x3x3/16 j 81 -13023.400 16272.000 g3.4(b) P�S <br /> Y-- <br /> T5 120-113.333 Diagonal L3x3x3/16 105 -13246.000 15534.400 85.3 Pass <br /> �---� <br /> i T6 113.333- Diagonal L3x3x3/16 � 114 -13108.900 14802.000 88.6 Pass <br /> 106.667 F <br /> ; T7 106.667-100 Diagonal 2L3x3x3/16x1/2 ; 123 -14670.600 45783.301 32'0 v Pass <br /> 46.6(b) <br /> � T8 100-80 Diagonal L3 1/2x3 1/2x1/4 i 135 -17069.100 20524.301 83.2 Pass <br /> T9 80-70 Diagonal L3 1/2x3 1/2x1/4 i 153 -16419.301 19094.000 86.0 Pass <br /> � T 0 70-60 Diagonal 2L3-1/2x3-1/2x1/4x /2 � 162 -18595.199 64448.398 28'9 Pass <br /> 39.3(b) <br /> ` Ti i 60-40 Diagonal L3 1/2x3 1/2x3/8 176 -19419.100 23249.900 83.5 Pass <br /> ` T12 40-30 Diagonal L3 1/2x3 1/2x3/8 194 -18516.199 21848.600 84 7 Pass <br /> T13 30-20 Diagonal 2L3 1/2x3 1/2x3/8x /2 � 203 -21524.199 78174.000 31.4(b) P�S <br /> T14 20-0 Diagonal L4x4x3/8 215 -21896.199 26444.199 82.8 Pass <br /> MTi � 190-180 Tap Girt L3 1/2x3 1/2x1/4 ; 6 -1531.490 22313.500 19.3(b) P�S <br /> ; T2 180-160 Tap Girt L3 1/2x3 1/2x1/4 t 23 26.247 50038.602 0.4(b) P�S <br /> � T3 160-140 Top Girt L3 1/2x3 1/2x3/8 � 52 -241.375 31241.301 2 0�b� Pass <br /> T4 140-120 Top Girt L3 1/2x3 1/2x3/8 � 78 -2348.750 22854.000 21 9�b� Pass <br /> T5 120-113.333 Top Girt L4x4x3/8 � 102 -1957.730 25883.301 ��8�b� Pass <br /> ' T8 100-80 Top Girt L4x4x3/8 4 132 -3867.220 19314.301 23.5(b) P�S <br /> i <br /> 9 80-70 Top Girt L5x5x5/16 � 150 -4027.330 25667.600 34 3(b) P�S <br /> , <br /> ` Ti i 60-40 Top Girt L5x5x5/16 � 171 -5489.750 20429.199 37 6'�b� Pass <br /> tnxTower Report-version 6.1.4.1 <br /> --- � �. ' --- �. . , <br />