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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 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 OX <br /> No Elevation(ft) Type. Size Element P(K) (K) Capacity Pass I Fail <br /> T1 I 287.6� I Leg L5x5x5/16 I 3 I -0.918 92.178 1.0 Pass <br /> T2 280.084- Leg L5x5x5/16 25 -2.356 92.178 2.6 Pass <br /> 272.5 4.8(b) <br /> T3 272.5-247.333 Leg L5x5xl/2 46 -13.363 184.636 8 0 7.2(b) Pass <br /> T4 247.333- Leg L8x8x5/8 114 -31.546 434.867 7.3 Pass <br /> 232.583 <br /> T5 232.583- Leg L8x8x5/8 152 -39.614 469.785 8.4 Pass <br /> 222.166 8.9(b) <br /> T6 2 0 Leg L8x8x5/8 189 -51.733 453.830 11.4 Pass <br /> 209.58 3 9.58 <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 L8x8x1 1/8 263 -94.457 736.067 12.8 Pass <br /> T9 1�0 833 Leg L8x8xl 1/8 300 -126.675 814.224 2�.6 Pass <br /> T10 170.833- Leg L8x8x1 1/8 337 -152.099 729.626 20'8 Pass <br /> 146.75 34.2(b) <br /> T11 146.75- Leg L8x8x3/4 398 -209.345 492.296 42.5 Pass - <br /> 121.667 <br /> T12 121.667- Leg L8x8xl 461 -272.633 644.151 42.3 Pass <br /> 96.5843 <br /> T13 96.5843-71.5 Leg L8x8x1 1/8 522 -337.018 1 717.138 1 47.0 Pass <br /> T14 71.5-51.417 1 Leg L8x8x1 1/8 583 I -404.998 1 774.440 1 52.3 1 Pass <br /> T15 51.417- Leg L8x8x1 1/8 656 -459.802 774.440 59.4 Pass <br /> 31.334 <br /> T16 31.334-0 Leg L8x8xl 1/8 729 -441.864 736.657 60.0 Pass <br /> T1 287'667 Diagonal 21-21/2x2x3/16x5/16 19 -1.004 29.121 3.4 Pass <br /> 280.084 <br /> FT2 280.084 Diagonal 21-21/2x2x3/16x5/16 33 -3.171 27.596 11.5 Pass <br /> 272.5 <br /> T3 272.5 Diagonal 21-21/2x21/2x1/4x5/16 71 -7.693 31.757 24.2 Pass <br /> 247.333 <br /> T4 247.333- Diagonal 2L3x2 1/2x1/4xl/4 133 I -7.724 49.292 16.7 Pass <br /> 232.583 16.5(b) <br /> 232.583-T5 222166 Diagonal 21-21/2x3x1/4x1/4 170 10.095 57.736 17.5 Pass <br /> T6 222.166- Diagonal 21-2 1/20 1/2xl/4x5/16 207 -14.406 56.145 25.7 Pass <br /> 209.583 <br /> T7 209.583-197 Diagonal 21-2 1/20 1/2xl/4x5/16 250 17.334 53.547 32.4 Pass <br /> T8 197-181.3 Diagonal 2L 3 1/2 x 4 x 1/4 x 1/4 281 -25.527 68.478 37.3 Pass <br /> T9 181.3 Diagonal. 2L 3 x 3 1/2 x 114 x 1/4 318 -23.803 66.680 35.7 Pass <br /> 170.833 <br /> T10 170.833- Diagonal 2L3 1/2x5x5/16x5/16 365 -41.595 121.059 34.4 Pass <br /> 146.75 <br /> tnxTower Report-version 8.0.4.0 <br />