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287:667 Ft Self Support Tower Structural Analysis March 26, 2019 <br /> CC/BU No 816298 <br /> Project Number 9800.816298,Phase 4, Order 485277, Revision 1 Page 15 <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 /> T12 :121.67-96.58 25.08 K2 Down No Yes 0.00 0.00 <br /> T13 96.58-71.50 25.08 K2 Down No Yes 0.00 0.00 <br /> T14 71.50-51.42 20.08 K2A Down No Yes 0.00 0.00 <br /> T15 :51.42-31.33 20.08 K2A Down No Yes 0.00 0.00 <br /> T16 31.33-0.00 31.33 Portal No Yes 0.00 0.00 <br /> I <br /> I <br /> Tower Section Geometry' cont'd j <br /> Tower Leg Leg Leg Diagonal Diagonal Diagonal <br /> Elevation Type Size Grade Type Size Grade <br /> ft <br /> T1 287.67- Equal Angle L5x5x5/16 A572-50 Double Angle 21-2 1/2x2x3/16x5/16 A36 <br /> 280.08 (50 ksi) <br /> (36 ksi) <br /> T2 280.08- Equal Angle L5x5x5/16 A572-50 Double Angle 21-2 1/2x2x3/!16x5/16 A36 <br /> 272.50 (50 ksi) (36 ksi) <br /> T3 272.50- Equal Angle L5x5x1/2 A572-50 Double Equal 2L2 1/2x2 1/2z1/4x5/16 A36 <br /> 247.33 (50 ksi) Angle (36 ksi) <br /> T4 247.33- Equal Angle L8x8x5/8 A572-50 Double Angle 2L3x2 1/2xl/4xl/4 A36 <br /> 232.58 (50 ksi) .1 - (36 ksi) <br /> T5 232.58- Equal Angle L8x8x5/8 A572-50 Double Angle 21-2 1/2x3xl/4xl/4 A36 <br /> 222.17 (50 ksi) (36 ksi) <br /> T6 222.17- Equal Angle L8x8x5/8 A572-50 Double Angle 21-2 1/2x3 1/2xl/4x5/16 A36 <br /> 209.58 (50 ksi) (36 ksi) <br /> T7 209.58- . Equal Angle L8x8x5/8 A572-50 Double Angle 21-2 1/2x3 1/2x1/4x5/16 A36 <br /> 197.00 (50 ksi) (36 ksi) <br /> T8 197.00- Equal Angle L8x8xl 1/8 A572-50 Double Angle 2L 3 1/2 x 4 x 114 x 1/4 A36 <br /> 181.30 (50 ksi) (36 ksi) <br /> T9 181.30- Equal Angle L8x8xl 1/8 A572-50 Double Angle 2L 3 x 3 1/2 x 1/4 x 1/4 A36 <br /> 170.83 (50 ksi) (36 ksi) <br /> T10 170.83- Equal Angle L8x8xl 1/8 A572-50 Double Angle 21-3 1/2x5x5/16x5/16 A36 <br /> 146.75 (50 ksi) (36 ksi) <br /> Ti 1 146.75- Equal Angle L8x8x3/4 A572-50 Double Angle 2L3 1/2x5x5/16x5116 A36 <br /> 121.67 (50 ksi) (36 ksi) <br /> T12 121.67- Equal Angle L8x8xl A572-50 Double Angle 21-3 1/2x5x5/16x5/16 A36 <br /> 96.58 (50 ksi) (36 ksi) <br /> T13 96.58- Equal Angle L8x8xl 1/8 A572-50 Double Angle 21-3 1/2x5x5/16x5/16. A36 <br /> 71.50 (50 ksi) I - (36 ksi) <br /> T14 71.50- Equal Angle L8x8xl 1/8 A572-50 Double Angle 2L 3 1/2 x 4 x 1/4 x 1/4 A36 <br /> 51.42 (50 ksi) (M ksi) <br /> T1551.42- Equal Angle L8x8xl 1/8 A572-50 Double Angle 21-31/2x4x5/16x1/2 A36 <br /> 31.33 (50 ksi) I (36 ksi) <br /> T16 31.33-0.00 Equal Angle L8x8xl 1/8 A572-50 Double Equal 2L5x5x3/8,x1/2 A36 <br /> (50 ksi) Angle (36 ksi) <br /> Tower Section Geometry cont°d <br /> i <br /> Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt <br /> Elevation Type Size Grade Type Size Grade <br /> ft <br /> T3 272.50= Single Angle L5x3xl/4 A36 Flat Bar A36 <br /> 247.33 (36 ksi) (36 ksi) <br /> T4 247.33- Double Angle 21-3 1/2x2 1/2x1/4x5/16 A36 Flat Bar A36 <br /> 232.58 (36 ksi) (36 ksi) <br /> T7 209.58- Double Angle 2L3x2x3/16x5/16 A36 Flat Bar A36 <br /> 197.00 (36 ksi) (36 ksi) <br /> i <br /> I <br /> tnxTower Report-.version 8.0.5.0 ! <br />