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January 08, 2018 <br /> 190 Ft Self Support Tower Structural Analysis CCI BU No 826548 <br /> Project Number 1509258,Application 412946, Revision 0 Page 10 <br /> Wind 180 <br /> Leo A <br /> Wind 90 <br /> 0 <br /> Leg C Z Leg B <br /> Face C <br /> Wind Normal <br /> Triangular Tower <br /> Tower Section Geometry <br /> Tower Tower Assembly Description Section Number Section <br /> Section Elevation Database Width of Length <br /> Sections <br /> ft ft ft <br /> T1 190.0000- 8.0000 1 10.0000 <br /> 180.0000 <br /> T2 180.0000- 8.0000 1 20.0000 <br /> 160.0000 <br /> T3 160.0000- 8.0000 1 20.0000 <br /> 140.0000 <br /> T4 140.0000- 9.6667 1 20.0000 <br /> 120.0000 <br /> T5 120.0000- 11.3333 1 6.6667 <br /> 113.3333 <br /> T6 113.3333- 11.8889 1 6.6667 <br /> 106.6667 <br /> T7 106.6667- 12.4444 1 6.6667 <br /> 100.0000 <br /> T8 100.0000- 13.0000 1 20.0000 <br /> 80.0000 <br /> T9 80.0000- 14.6667 1 10.0000 <br /> 70.0000 <br /> T10 70.0000- 15.5000 1 10.0000 <br /> 60.0000 <br /> T11 60.0000- 16.3333 1 20.0000 <br /> 40.0000 <br /> T12 40.0000- 18.0000 1 10.0000 <br /> 30.0000 <br /> T13 30.0000- 18.8333 1 10.0000 <br /> 20.0000 <br /> T14 20.0000-0.0000 19.6667 1 20.0000 <br /> Tower Section Geometry cont'd <br /> tnxTower Report-version 7.0.5.1 <br />