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July 22,2019 <br /> 190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548 <br /> TEP Project Number 48167.283829, Order 449759, Revision 2 Page 6 <br /> Section � Critical' <br /> Elevation(ft) Component Type Size ' P(lb) OPauow(lb) Pass/Fail " <br /> No.. Element Capacity_ = <br /> T12 40 30 I Leg Pipe 12 STD 186 -503079 602433 83.5 Pass <br /> I T13 30-20 Leg Pipe 12 STD 198 1 -535678 602433 88.9 Pass <br /> T14 20-0 Leg Pipe 12 XH 207 i -601377 794335 75.7 Pass <br /> T1 I 190-180 Diagonal Li 3/4x1 3/43/16 8 I -4397 8758 50.2 Pass <br /> T2 180-160 Diagonal L2x2x3/16 27 -8657 12785 67.7 Pass <br /> 1 I I F74.1 (b) <br /> T3 I 160-140 Diagonal 21-2 1/2x2 1/2x3/16x3/8 58 -12126 52593 23.1 Pass <br /> 59.4(b) <br /> T4 140-120 Diagonal i L3x3x3/16 84 I -12644 22202 57.0 Pass <br /> J 76.9(b) <br /> T5 1120-113.333 Diagonal L3x3x3/16 108 -12912 21099 61.2 Pass <br /> 78.5(b) <br /> T6 113.333- Diagonal L3x3x3/16 117 -12830 19950 64.3 Pass <br /> 106.667 80.2(b) <br /> T7 106.667-100 Diagonal 2L3x3x3/16x1/2 126 14442 61700 23.4 Pass <br /> 43.6(b) <br /> T8 100-80 Diagonal L3 1/2x3 1/2x1/4 138 -16971 27303 62.2 Pass <br /> 64.0(b) <br /> FT9 ( 80-70 Diagonal L3 1/2x3 1/2x1/4 I 156 F:i-63571 25401 64.4 Pass <br /> 66.0(b) <br /> T10 70-60 Diagonal 21-3 1/2x3 1/2x1/4x1/2 165 -18615 89019 20.9 Pass <br /> 37.5(b) <br /> T11 60-40 Diagonal I L3 1/2x3 1/2x3/8 177 -19425 30929 62.8 Pass <br /> T12 I 40-30 Diagonal L3 1/2x3 1/2x3/8 195 -18445 29065 63.5 Pass <br /> T13 30-20 Diagonal 21-3 1/2x3 1/2x3/8x1/2 204 -21447 [-ii0283 19.4 Pass <br /> 29.8(b) <br /> j T14 ( 20-0 Diagonal L4x4x3/8 216 -21780 35179 61.9 Pass <br /> j T1 190-180 Top Girt L3 1/2x3 1/2x1/4 6 -1851 1 29785 6.2 Pass <br /> 21.1 (b) <br /> T2 180-160 Top Girt L3 1/2x3 1/2x1/4 23 44 [--E541 0.2 Pass <br /> 0.6(b) <br /> T3 I 160-140 Top Girt L3 1/2x3 1/2x3/8 52 291 73715 0.4 Pass <br /> i <br /> i 1.5(b) <br /> T4 140 120 Top Girt L3 1/2x3 1/2x3/8 76 I 2635 30403 8.7 Pass <br /> i { I 22.4(b) <br /> I T5 120-113.333 Top Girt L4x4x3/8 100 -2088 34432 6.1 Pass <br /> j 16.8(b) <br /> T8 100-80 Top Girt ! L4x4x3/8 130 -4063 25694 15.8 Pass <br /> 22.6(b) <br /> T9 80-70 Top Girt L5x5x5/16 148 -4225 I 34145 12.4 Pass <br /> 33.0(b) <br /> T11 60-40 Top Girt L5x5x5/16 169 -5713 27177 21.0 Pass <br /> 37.0(b) <br /> T12 40-30 Top Girt L5x5x5/16 187 5364 22493 23.8 Pass <br /> j .34.7(b) <br /> T14 20-0 Top Girt f L5x5x5/16 I 208 I -5614 P589 30.( Pass <br /> i ` 36.9 b) <br /> Summary <br /> I Leg(T13) 88.9 Pass <br /> I I Diagonal 80.2 Pass <br /> I ( (T6) <br /> i To Girt 37.0 Pass <br /> �(T11) <br /> Bolt 80.2 Pass <br /> j Checks <br /> i <br /> IRATING= 88.9 Pass <br /> tnxTower Report-version 8.0.5.0 <br />