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July 26,2013 <br /> 190-ft Self Support Tower Structural Modification Analysis CCI BU No 826548 <br /> TEP Project Number 481677359,Application 185469, Revision 4 Page 6 <br /> Section Component Critical % <br /> Elevation ft <br /> No. O Type Size Element P(K) °Paibw(K) Capacity Pass f Fail <br /> T7 106.667-100 J Leg P8x.322 119 -273.774 ! 330.771 82.8 Pass <br /> • T8 100-80 Leg P10x.365 j 128 339.531 _ 458.786 74.0 f Pass <br /> T9 80-70 1 Leg P10x.365 146 I -375.244 458.786 81.8 Pass <br /> • T10 70-60 1 Leg . P10x.365 158 i -410.545 458.786 89.5 Pass <br /> T11 i 60-40 J Leg P12x.375 r 167 ~-482.179 573.746 84.0 Pass <br /> T12 40 30 Leg P12x.375 ( 185 -517.591 573.746 90.2 Pass <br /> T13 I 30-20 Leg P12x.375 197 I -552.570 573.746 96.3 Pass <br /> T14 20-0 1 Leg P12x.5 206 -623.100 ___ <br /> 756.510 i 82.4 Pass P <br /> - Ti 190- 180 Diagonal L1 3/4x1 3/4x3/16 7 8 1 -4.163 6.584 63.2 € Pass <br /> T2 1 180 160 1 Diagonal i L2x2x3/16 26 -8.700 9.563 ; 91.0 Pass <br /> T3 160-140 Diagonal 2L2 1/2x2 1/2x3/16x3/8 57 -12.151 1 36.726 33'1 Pass <br /> 65.4(b) j <br /> T4 140-120 Diagonal L3x3x3/16 81 , -13.335 16.272 81'9 Pass <br /> 85.4(b) <br /> T5 ;120-113.333; Diagonal j L3x3x3/16 ( 105 j -13.614 j 15.534 I 87.6 g Pass <br /> 113.333- <br /> T6 Diagonal L3x3x3/16 114 -13.530 ; 14.802 ; 91.4 Pass <br /> 106.667 <br /> T7 106.667-100 Diagonal 2L3x3x3/16x1/2 126 -15.230 43.311 35.2 Pass � <br /> _._ 8.4 <br /> T8 100-80 Diagonal L3 1/2x3 1/2x1/4 138 -18.016 ' 20.514 . 87.8 Pass <br /> 1 <br /> T9 <br /> 80-70 I Diagonal L3 1/2x3 1/2x1/4 1 5 6 1 7.4 5 3 1 9 085 ` 91 4 Pass <br /> T10 70-60 . Diagonal 2L3-1/2x3-1/2x1/4x1/2 165 -19.856 62.184 II 31.9 Pass <br /> 42.0(b) <br /> T11 I 60-40 1 Diagonal j L3 1/2x3 1/2x3/8 ? 177 I -20.792 1 23.250 89A Pass <br /> T12 j 40-30 Diagonal L3 1/2x3 1/2x3/8 195 ' -19.809 ; 21.849 I 90.7 Pass <br /> T13 30-20 I Diagonal 2L3 1/2x3 1/2x3/8x1/2 204 -23.001 79.339 33.6(b) Pass <br /> Et m._.., m <br /> T14 I 20-0 I Diagonal L4x4x3/8 216 I -23.379 1 26.444 I 88.4 Pass <br /> T1 I 190- 180 1 Top Girt 1 L3 1/2x3 1/2x1/4 6 I -1.620 i 22.314 20.4(b) Pass <br /> T2 j 180-160 j Top Girt L3 1/2x3 1/2x1/4 23 0.023 i 50.039 ; 0.4(b) 1 Pass <br /> T3 ` 160 140 P <br /> To Girt L3 1/2x3 1/2x3/8 53 -0.272 33.376 22(b) Pass <br /> T4 , 140-120 Top Girt L3 1/2x3 1/2x3/8 78 ' -2.518 I 22.855 11 ( Pass <br /> 23.3(b) <br /> 8 <br /> T5 ;120 113.333 Top Girt L4x4x3/8 102 -2.090 25.883 Pass <br /> 1 <br /> 18.9(b) <br /> T8 100-80 Top Girt L4x4x3/8 132 -4.147 19.314 25 j fib) Pass <br /> T9 80-70 Top Girt L5x5x5/16 150 -4.310 : 25.652 i 16.8 Pass <br /> +. 36.6(b) <br /> 28 <br /> T11 t 60 40 Top Girt L5x5x5/16 171 -5.898 i 20.418 Pass <br /> 9 <br /> 39.7 b <br /> T12 <br /> 40-30 Top Girt L5x5x5/16 189 -5.567 16.908 32 9 <br /> 37.5(b) Pass <br /> T14 20-0 Top Girt L5x5x5/16 210 j -5.870 1 13.974 I 42.0 I Pass <br /> ;Summary <br /> . .. ., Leg(T13) 1 96 3 Pass <br /> Diagonal I <br /> (T9) 1 91.4 Pass <br /> Top Girt r 42.0 Pass <br /> T14 <br /> ;Bolt Checks I 88.6 Pass <br /> j Rating= i 96.3 Pass <br /> tnxTower Report-version 6.0.4.0 <br />