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February 08, 2019 <br /> 287.667 Ft Self Support Tower Structural Analysis CCI BU No 816298 <br /> Project Number 9800.816298,Phase 3,Application 477164,Revision 0 Page 6 <br /> These assumptions are consistent with the previous analysis report by Tower Engineering <br /> Professionals, Inc., referenced above. <br /> This analysis_may be affected if any assumptions are not valid or have been made in error.Tectonic: <br /> should be notified to determine the effect on the structural integrity of the tower. <br /> 4)ANALYSIS'RESULTS <br /> Table 4-Section Capacity(Summary) <br /> Section Component critical SF*P allow % <br /> Elevation(ft) Size P(K) Pass/Fail <br /> No. Type Element. (K). Capacity. <br /> 2 .667- <br /> T1 280.084 Leg L5x5x5/16 37 -0.918 92.178 1.0 Pass <br /> 87 <br /> T2 2 27285 Leg L5x5x5/16 25 -2.356 92.178 42.6 b) Pass <br /> T3 247.3-3 72.5 Leg L5x5xl/2 46 -13.362 184.636 8.0'�b) Pass <br /> T4 247.333- Leg L8x8x5/8 114 31.544 434.867 7.3 Pass <br /> 232.583 <br /> T5 232.583- Leg L8x8x5/8 152 -39.610 469.785 8.4 Pass <br /> 222.166 8.9-(b) . <br /> T6 222.166- Leg L8x8x5/8 189 51.728 453.830 11.4 Pass <br /> 209.583 <br /> T7 209.583-197 Leg L8x8x5/8 226 -70.407 453.830 15.5 Pass <br /> 15.8(b) <br /> T8 197-181.3 Leg L8x8xl 1/8 263 -94.323 736.067 12.8 Pass <br /> T9 81.33 7.7 Leg L8x8xl 1/8 300 -126.014 814.224 215(b) Pass <br /> T10 170.833- Leg L8x8xl 1/8 337 -150.852 729.626 20.7 Pass <br /> 146.75 33.9(b) <br /> - <br /> 667 Leg L8x8x3/4 <br /> 398 -2FT,1 12107.690 492.296 42.2 Pass <br /> 146.75 <br /> T12 121.667- Leg L8x8xl 461 -271.031 644.151 42.1 Pass <br /> 96.5843 <br /> T13 96.5843-71.5 Leg L8x8xl 1/8 522 -335.257 717.138 I 46.7 Pass <br /> T14 71.5-51.417 1 Leg I L8x8xl 1/8 583 403.226 774.440 52.1 Pass <br /> T15 51.417- Leg L8x8xl 1/8 656 -458.071 774.440 59.1 Pass <br /> 31.334 <br /> T16 31.334-0 Leg L8x8xl 1/8 729 -440.272 1 736.657 1 59.8 1 Pass <br /> 287'667 <br /> T1 Diagonal 2L21/2x2x3/16x5/16 19- -1.004 29.121 3.4 Pass <br /> 280.084. <br /> T2 280.084- Diagonal 21-2 1/2x2x3/16x5/16 33 -3.175 27.596 11.5 Pass <br /> 272.5 <br /> T3 272*5 Diagonal 2L21/2x21/2x1/4x5/16, 71 -7.708 31.757 24.3 Pass <br /> 247.333 <br /> T4 247.333- Diagonal 2L3x2 1/2xl/4xl/4 133 -7.739 49.292 15.7 Pass <br /> 232.583 16.5(b) <br /> T5 232.583- Diagonal 21-2 1/2x3xl/4xl/4 170 10.115 57.736 17.5 Pass <br /> 222.166 <br /> T6 222.166- Diagonal 2L2 1/2x3 1/2x1/4x5/16 2b7 -14.435 56.145 25.7 Pass <br /> 209.583 <br /> T7 209.583-197 1 Diagonal 1 21-2 1/2x3 1/2xl/4x5/16 250 -17.239 53.547 32.2 Pass <br /> T8 197-181.3 Diagonal 2L 3 1/2 x 4 x 1/4 x 114 281 -24.872 68.478 36.3 Pass <br /> T9 181.3 Diagonal 2L 3 x 3 1/2 x 1/4 x 1/4 318 23.361 66.680 35.0 Pass <br /> 170.833 <br /> T10 170.833- Diagonal 21-3 1/2x5x5/16x5/16 365 -40.807 121.059 33.7 Pass <br /> 146.75 <br /> T11 146.75- Diagonal 21-3 1/2x5x5/16x5/16 426 -44.464 113.004 39.3 -F Pass <br /> 121.667 <br /> tnxTower Report-version 8.0.4.0 <br />