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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 18 <br /> Tower Redundant Redundant Redundant -. KFactor <br /> Elevation Bracing Type Size <br /> Grade <br /> It <br /> Hip(2) Double Angle - 5/16 <br /> Hip(3) 21-2 1/2 x 2 1/2 x 3116 x <br /> 5116 <br /> 21-2 1/2x3xl/4x1/4 <br /> Tower Section Geomet cont'd <br /> Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle <br /> Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt <br /> (per face) Ar Spacing - " Spacing Spacing <br /> Diagonals Horizontals Redundants <br /> ft ft2 in in in in <br /> T1287.67- 0.00 0.31 A36 1.03 1 1.05 24.00 25.50 0.00 <br /> 280.08. (36 ksi) <br /> T2 280.08- 0.00 0.31 A36 1.03 1 ..1.05 24.00 .25.50 0.00 <br /> 272.50 (36 ksi) <br /> T3 272.50- 0.00 0.31 A36 1.03 1 1.05 22.00 22.00 0.00 <br /> 247.33 (36 ksi) <br /> T4 247.33- 0.00 0.31 A36. 1.03 1 1.05 22.50 25.50 0.00 <br /> 232.58 (36 ksi) <br /> T5 232.58- 0.00 0.31 A36 1.03 1 1.05 19i 50 26.50 0.00 <br /> 222.17 (36 ksi) <br /> T6 222.17 0.00 0.31 A36 1.03 1 1.05 25'.00 24.00 0.00 <br /> 209.58 (36 ksi)" <br /> T7 209.58- 0.00 0.31 A36 1.03 1 1.05 25.00 24.00 0.00 <br /> 197.00 (36 ksi) <br /> T8197.00- 0.00 0.31 A36 1.03 1 1.05 22.00 22.00 23.00 <br /> 181.30 (36 ksi) <br /> T9 181.30- 0.00 0.31 A36 1.03 1 1.05 221.00 22.00 24.00 <br /> 170.83 (36 ksi) <br /> T10170.83- .0.00 0.31 A36 1.03 1 1.05 26.50 24.00 24.00 <br /> 146.75 (36 ksi) <br /> T11 146.75- 0.00 - - . 0.31 A36 - 1.03 1 1.05 21.00 24.00 26.00 <br /> 121.67 (36 ksi) <br /> T12121.67- 0.00 0.31 A36 1.03 1 1.05 22.60 24.00 25.00 <br /> 96.58 (36 ksi) <br /> T13 96.58- 0.00 0.31 A36 1.03 1 1.05 24.00 22.00 24.00 <br /> 71.50 (36 ksi) <br /> T14 71.50- 0.00 0.31 A36 1.03 1 1.05 21.00 22.00 25.50 <br /> 51.42 - (36 ksi) <br /> T15 51.42- 0.00 0.31 A36 1.03 1 1.05 -23.00 25.50 24.50 <br /> 31.33 (36 ksi) <br /> T16 31.33- 0.00 0.50 A36 1.03 1 1.05 18.00 25.00 26.00 <br /> 0.00 (36 ksi) <br /> -Tower Section Geometry (cont'd <br /> K Factors' <br /> Tower Calc Calc Legs X K Single Girts Hori . Sec. Inner <br /> Elevation K K Brace Brace Diags Horiz Brace <br /> Single Solid Diags Diags <br /> Angles Rounds X X X X X X X <br /> It Y Y Y Y Y Y Y <br /> T1 287.67- Yes. No 1 1 1 1 1 1 1 1 <br /> 280.08 1 1 1 1 1 1 1 <br /> T2 280.08- Yes No 1 1 1 1 1 1.2 1 1 <br /> 272.50 - 1 1 1 1 <br /> T3 272.50- Yes No 1 1 1 1 1 1 1 1 <br /> 247.33 1 1 1 1 <br /> T4 247.33- Yes No 1 1 1 1 1 1 1 1 <br /> 232.58 1 1 1 1 1 1 1 <br /> tnxTower Report--version 8.0.5.0 <br />