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March 26, 2019 . . <br /> 287.667 Ft Self Support Tower Structural Analysis CCI BU No 816298 <br /> Project Number.9800.816298,Phase 4, Order 485277, Revision 1 Page 14 <br /> Leg A Leg B <br /> Face B <br /> I <br /> Wind 90 < X <br /> U 0 <br /> Z' CD <br /> .n <br /> Lea D Face D <br /> �h <br /> Wind 0 i <br /> S4uare Tower <br /> Tower Section Geomef <br /> Tower Tower Assembly Description Section Number Section <br /> Section Elevation Database Width I of Length <br /> Sections <br /> It ft ft <br /> T1 287.67-280.08 10.00 1 7.58 <br /> T2 280.08-272.50 10.94 1 7.58 <br /> T3 272.50-247.33 11.87 1 25.17 <br /> T4 247.33-232.58 -14.98 1 14.75 <br /> T5 232.58-222.17 16.81 1 10.42 <br /> T6 222.17-209.58 18.09 1 12.58 <br /> T7 209.58-197.00 19.65 1 12:58 <br /> T8 197.00-181.30 21.20 1 15.70 <br /> T9 181.30-170.83 .23.14 1 10.47 <br /> T10 170.83-146.75' 24.43 1 24,08 <br /> T11 146.75-121.67 27.41 1 25.08 <br /> T12 121.67-96.58 30.51 1 25.08 <br /> T13 96.58-71.50 33.61 1 25.08 <br /> T14 71.50-51.42 36.71 1 20.08 <br /> T15 51.42-31.33 39.19 1 20.08 <br /> T16 31.33-0.00 41.67 1 31.33 <br /> Tower Section Geometry cont'd !. . . <br /> Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt <br /> Section Elevation Spacing Type K Brace Horizontals Offset Offset <br /> End <br /> ft ft. Panels in in <br /> T1 287.67-280.08 7.58 K Brace Down No Yes 0.00. 0.00 <br /> T2 280.08-272.50 7.58 K Brace Down No Yes 0.00 0.00 <br /> T3 272.50-247.33 12.58 K1 Down No Yes 0.00 0.00 <br /> T4 247.33-232.58 7.38 K Brace Down No Yes 0.00 0.00 <br /> T5 232.58-222.17 10.42 K1 Down No Yes 0.00 _ 0.00 <br /> T6 222.17-209.58 12.58 K1 Down No Yes 0.00 0.00 <br /> T7 209.58-197.00 12.58 K1 Down No Yes 0.00 0.00 <br /> T8 197.00-181.30 15.70 Ki Down No Yes 0.00 0.00 <br /> T9 181.30-170.83 10.47 K1 Down No Yes 0.00 0.00 <br /> T10 170.83-146.75 24.08 K2 Down No Yes 0.00 0.00 <br /> T11 146.75-121.67 25.08 K2 Down No Yes 0.00 0.00 <br /> tnxTower Report-version 8.0.5.0 <br /> I <br />