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March 26, 2019 <br /> 287.667.Ft Self Support Tower Structural Analysis CCI BU No 816298 <br /> Project Number 9800.816298,Phase 4, Order 485277, Revision 1 Page 7 <br /> Section Component Critical SF"R allow % <br /> Elevation(ft) Size P(K) Pass/Fail <br /> No. Type Element " . (K) Capacity . <br /> 196.5843 Horizontal 2L4x3x1/4x1/4 486 -25.775f 45.982 56.1 Pass <br /> - ---- <br /> T13 96.5843-71.5 Horizontal 2L4x3 1/2x5/16x1/4 547 -29.738 63.423 46.9 Pass <br /> i <br /> T14 71.5-51.417 1 Horizontal 21-3 1/2x2 1/2x1/4 612 -31.717 65.259 48.6 Pass <br /> T15 51.417- Horizontal 2L31/2x21/2x1/4 685 -33.577 59.048 56.9 Pass <br /> 31.334 <br /> T16 31.334-0 Horizontal 2L6x4x7/16xl/2 798 -77.427 230.540 33.6 Pass <br /> 52.4(b) <br /> 287.667- 1P. <br /> 1.8 <br /> T1 280.084 Top Girt L3x2 1/2x1/4 7 -0.531 3I.040 2.1 (b) Pass <br /> T3 2 72.5- Top Girt L5x3x1/4 49 -2.889 39.779 1. 9.1.3 Pass <br /> T4 247.333- Top Girt 2L31/2x21/2x1/4x5/16 119 -5.061 77.128 6.6 Pass_ <br /> 232.583 11.6(b) <br /> T7 209.583-197 Top Girt 2L3x2x3/16x5/16 231 -10.737 26.538 40.5 Pass <br /> T3 272.5- Redund Horz 1 247.333 Bracing L2 1/2x2x3/16 79 0.246 20.131 1.2 Pass <br /> T5 232.583- Redund Horz 1 222.166 Bracing L2 1/2x1 1/2x3/16 178 -0:817. 10.669 7.7 Pass <br /> T6 222.166- Redund Horz 1 L2 1/2x2x3/16 201 -1.687 16.992 9.9 Pass <br /> 209.583 Bracing I <br /> T7 1 .1209.583-197 Bracing Redund Horz 1 L2 1/2x2x3/16 260 -1.281 14.685 8.7 Pass . <br /> T8 197-181.3 Redund Horz 1 2L2 1/2x2x3/16x1/4 289 -1.409 45.517 3.1 Pass <br /> Bracing <br /> 181.3- Redund Horz 1 <br /> T9 L2 1/2x2x3/16 319 -2.07.2 10.356 20.0 Pass <br /> 170.833 Bracing <br /> T10 170.833- Redund Horz 1 L2 1/2x1 1/2x3/16 371 -2.313 11.418 20.3 Pass <br /> 146.75 Bracing <br /> T11 146.75- Redund Horz 1 L2 1/2x1 1/2x3/16 432 -3.179. 81.900 35.7 Pass <br /> 121.667 Bracing <br /> T12 121.667- Redund Horz 1 L2 1/2x1 1/2x3/16 493 -4.135 7.071 58.5 Pass <br /> 96.5843 Bracing <br /> T13 96.5843-71.5 Redund Horz 1 L2 1/2x2x3116 562 -5.102 11.092 46.0 Pass <br /> Bracing <br /> T14 71.5-51.417 Redund Horz 1 L2 1/2x2x3/16 620 -6.124 &477" 72.2 Pass <br /> Bracing <br /> T15 51.417- Redund Horz 1 21-2 1/2x2x3/16xl/4 693 6.948 39.885 17.4 Pass <br /> 31.334 Bracing <br /> T16 31.334-0 Redund Horz 1 L2 1/2x2 1/2x1/4(rz) 783 6.699 28.373 23.6 Pass <br /> Bracing <br /> T10 170.833- Redund Horz 2 L2 1/2x2 1/2x3/16 372 -2.313 7!559 30.6 Pass <br /> 146.75 Bracing <br /> T11 146.75- Redund Horz 2 L3x3x3/16 433 -3.179 10.426 30.5 Pass <br /> 121.667 Bracing <br /> T12 121.667- Redund Horz 2 L3x3x3/16 494 -4.135 8!351 49.5 Pass <br /> 96.5843 Bracing I <br /> T13 96.5843-71.5 Redund Horz 2 I L3x3xl/4 555 -5.102 81915 57.2 Pass <br /> Bracing <br /> T14 71.5-51.417 Redund Horz 2 21-2 1/2x2 1/2x3/16 621 6.124 71496 81.7 Pass <br /> Bracing <br /> T15 51.417- Redund Horz 2 2L2 1/2 x 2 1/2 x 3/16 x 31.334 Bracing 5/16 694 6.948 14.078 49.4 Pass <br /> T16- 31.334-0 Redund Horz 2 L2 1/2x2 1/2x1/4(rz) 784 6.699 9I471 70.7 Pass <br /> Bracing <br /> Redund Horz 3 <br /> FT16 31.334 0 Bracing 2L3x3x1/4x1/2 786 6.699 36I.382 18.4 Pass <br /> T3 272.5- Redund Diag 1 L2 1/2x2x3/16 86 0.250 7 325 3.4 Pass <br /> tnxTower Report-version 8.0.5.0 <br />