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October 21,2019 <br /> 190-ft Self Supporting Tower Structural Analysis Report CC/BU No 826548 <br /> TEP Project Number 48167.314456, Order 506095, Revision 0 Page 6 <br /> Section Critical" %. <br /> Elevation(ft) Component Type Size P(lb) ., �Pa„o„ (lb) Pass/Fail <br /> No. Element_ Capacity <br /> T12 i 40-30 I Leg I Pipe 12 STD 186 { -489570 ( 602433 I 81.3 l Pass <br /> T13 30-20 Leg Pipe 12 STD + 198 i -522243 602433 i 86.7 Pass <br /> T74 20 0 Leg Pipe 12 XH 207 588158 794335 i 74.0 Pass <br /> T1 190-180 Diagonal L1 3/4x1 3/4x3/16 10 -3914 8758 I 44.7 Pass <br /> T2 180-160 Diagonal L2x2x3/16 28 I -8329 12785 65.1 Pass <br /> j 71.3(b) <br /> T3 160-140 Diagonal 2L2 1/2x2 1/20/160/8 58 -11795 52593 22.4 Pass <br /> 57.7(b) <br /> T4 140-120 Diagonal L3x3x3/16 84 -12306 22202 55.4 Pass <br /> 74.8(b) <br /> T5 1120-113.333 Diagonal L3x3x3/16 108 I -12645 21099 59.9 Pass <br /> i 76.8(b) <br /> T6 1 113.333- Diagonal L3x3x3/16 117 -12617 19950 63.2 Pass <br /> 106.667 1 1 78.9(b) <br /> T7 1106.667-100 1 Diagonal 2L3x3x3/16x1/2 126 -14262 61700 23.1 Pass <br /> 43.0(b) <br /> T8 100-80 Diagonal L3 1/2x3 1/2x1/4 138 I -16900 27303 61.9 Pass <br /> 63.7(b) <br /> T9 1 80-70 Diagonal L3 1/2x3 1/2x1/4 156 -16375 25401 64.5 Pass <br /> i 66.1 (b) <br /> F-7701 <br /> 70-60 Diagonal 2L31/2x31/2x1/4x1/2 165 -18669 19019 21.0 Pass <br /> E 37.6(b) <br /> T11 60-40 Diagonal L3 1/2x3 1/2x3/8 177 -19565 30929 63.3 Pass <br /> T12 40-30 Diagonal L3 1/2x3 1/2x3/8 195 -18640 29065 64.1 Pass <br /> T13 30-20 Diagonal 21-3 1/2x3 1/2x3/8x1/2 i 204 -21674 110283 19.7 Pass <br /> 1 I 30.1 (b) <br /> T14 20-0 Diagonal L4x4x3/8 I 216 -22039 35179 62.6 Pass <br /> T1 190-180 Top Girt L3 1/2x3 1/2x1/4 4 -1550 29785 5.2 Pass <br /> 17.6(b) <br /> T2 180-160 Top Girt L3 1/2x3 1/2x1/4 23 32 52541 0.2 Pass <br /> 0.4(b) <br /> T3 160-140 Top Girt L3 1/20 1/2x3/8 53 E 216 73715 0.3 Pass <br /> 1.1 (b) <br /> T4 140-120 Top Girt L3 1/2x3 MOM 76 I -2392 30403 7.9 Pass <br /> 20.6(b) <br /> T5 P <br /> 20-113.333 Top Girt L4x4x3/8 100 -1944 34432 5.6 Pass <br /> 15.7(b) <br /> T8 100-80 Top Girt L4x4x3/8 I 130 -3871 25694 15.1 Pass <br /> 21.6(b) <br /> T9 80-70 Top Girt L5x5x5/16 148 -4044 34145 11.8 Pass <br /> i ( 31.6(b) <br /> T11 60-40 Top Girt L5x5x5/16 169 I -5520 27177 20.3 Pass <br /> 35.8(b) <br /> T12 40-30 Top Girt L5x5x5/16 187 -5199 22493 23.1 Pass <br /> 33.7(b) <br /> T14 20-0 Top Girt L5x5x5/16 I 208 ( -5476 18589 29.5 Pass <br /> 36.0(b) <br /> Summary <br /> Leg(T13) I 86.7 Pass <br /> I Diagonal 78.9 Pass <br /> i (T6) <br /> Top Girt 36.0 Pass <br /> (T14) <br /> Bolt 78.9 Pass <br /> Checks <br /> RATING= 86.7 Pass <br /> tnxTower Report-version 8.0.5.0 <br />