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March 26, 2019 - <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 - <br /> Project Number-9800.816298,Phase 4, Order 485277, Revision 1 Page 19 <br /> K Factors' <br /> Tower Calc Calc Legs X K Single Girls 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 /> T5 232.58- Yes No 1 1 1 1 1 1 1 1 <br /> 222.17 1 1 1 1 1 1 1 <br /> T6 222.17- Yes No 1 1 1 1 1 �1, 1 1 <br /> 209.58 1 1 1 1 1 1 1 <br /> T7 209.58- Yes No 1 1 1 1 1 1 1 1. <br /> 197.00 1 1 1 1 1 1 1 <br /> T8 197.00- Yes No 1 1 1 1 1 -1.2 1 0.5 <br /> 181.30 1 1 1 1 1!.2 1 1 <br /> T9181.30- Yes No 1 1 1 1 1 1 1 0.5 <br /> 170.83 1 1 1 1 i1 1 1 <br /> T10.170.83- Yes No 1 1 1 1 1 1 0.5 <br /> 146.75 1 1 1 1 1 1 1 <br /> T11146.75- Yes No 1 1 1 1 1 1 1 0.5 <br /> 121.67 1 1 1 1 1 1 1 <br /> T12121.67- Yes No 1 1 1 1 1 1 1 0.5 <br /> 96.58 1 1 1 1 1 1 1 <br /> T13 96.58- Yes No 1 1 1 1 1 1 1 -0.5 <br /> 71.50 1 1 1 1 1 1 1 <br /> T14 71.50- Yes No 1 1 1 1 1 1 1 0.5 <br /> 51.42 1 1 1 1 0.5 1 1 <br /> T15 51.42- Yes No 1 1 1 1 1 1 1 0.5 <br /> 31.33 1 1 1 1 015 1 1 <br /> T16 31.33- Yes No 1 1 1 1 1 1 1 0.5 <br /> 0.00 1 2 1 1 015 1 1 <br /> 'Note:K factors are applied to member segment lengths.K-braces without inner supporting members will have the K factor in the out-of- <br /> plane direction applied to the overall length. <br /> Tower'Section Geomet� cont'd <br /> i <br /> Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal <br /> Elevation <br /> ft <br /> Net Width U Net U Net Width U Net U Net' U Net U Net U <br /> Deduct Width Deduct Width Width Width Width <br /> in Deduct in Deduct Deduct Deduct Deduct <br /> in in in ,in in <br /> T1287.67- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 280.08 <br /> T2 280.08- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 272.50 <br /> T3 272.50- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 247.33 <br /> T4 247.33- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 232.58 <br /> T5 232.58- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 222.17 <br /> T6 222.17- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 209.58 <br /> T7 209.58- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 6.00 0.75 0.00 0.75 <br /> 197.00 . <br /> T8 197.00- .0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 181.30 <br /> T9 181.30- 0.00 1 0.00 0.75 0.00 0.75- 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 170.83 <br /> T10170.83- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 146.75 <br /> T11146.75- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 121.67 <br /> T12121.67- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 <br /> 96.58 <br /> T13 96.58- 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0I00 0.75 0.00 0.75. <br /> 71.50 <br /> tnxTower Report-version 8.0.5.0 <br />