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November 29, 2018 <br /> 287.667 Ft Self Support Tower Structural Analysis CC]BU No 816298 <br /> Project Number 9800.816298,Phase 2, Order 468057, Revision 3 Page.18 <br /> Tower Redundant Redundant Redundant K Factor <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 3/16 x <br /> 5/16 <br /> 21-2 1/2x3xl/4xl/4 <br /> Tower Section Geometry cont'd <br /> Tower Gusset Gusset Gusset GradeAdjust.Factor Adjust. Weight Mu/t. Double Angle Double Angle Double Angle <br /> Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt Stitch Bolt <br /> (per face) A, Spacing Spacing Spacing <br /> Diagonals Horizontals Redundants <br /> ft ftz 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 19.50 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 /> 161.30 (36 ksi) <br /> T9181.30- 0.00 0.31 A36 1.03 1 1.05 22.00 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 /> T11146.75- 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 22.00 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 Ca/c Calc Legs X K Single Girts Horiz. 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 /> ft Y Y Y Y Y Y Y <br /> T1287.67- 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 1.2 1 1 <br /> T3 272.50- Yes No 1 1 1 1 1 1 1 1 <br /> 247.33 1 1 1 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 /> tnxTowe'r Report-version 8.0.4.0 <br />