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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 6 <br /> Section Component Critical SF*P allow <br /> No. <br /> Elevation(ft) Sde P(K)" y Pass/Fail <br /> Type . Element (K) CaPacit <br /> � r r20- <br /> T10 170.833- Leg L8x8xl 1/8 . I 339 I -152.418 I 729.626 34 2(b) Pass <br /> 146.75 <br /> 1267 . 421 4T11 L L883/4 92296 .5 Pass <br /> T12 121.667 Leg L8x8x1 461 -273.443 644.151 42.5. Pass <br /> 96.5843 <br /> T13 66.5843-71.5 1 Leg L8x8x1 1/8 522 -337.802 717.138 47.1 Pass <br /> T14 71.5-51.417 1 Leg L8x8x1 1/8 583 405.771 774.440 52.4 Pass <br /> T15 51.417- Leg L8x8xl1/8 656 -460.542 774.440 59.5 Pass <br /> 31.334 <br /> T16 31.334-0 Leg L8x8xl1/8 729 -442.519 _736.657 60.1 Pass <br /> T1 287'667 Diagonal 21_21/2x2x3/16x5/16 19 -1.004 29.121 3.4 Pass <br /> 280.084 <br /> T2 280.084 <br /> Diagonal 2L2.1/2x2x3/16x5/16 .33 73.175- 27.596 11.5 Pass <br /> T3 247.333 Diagonal 2L2 1/2x2 1/2x1/4x5272.5 <br /> /16• 71 -7.708 3757 24.3 Pass <br /> 247.333- 15.7 <br /> T4 232.583 Diagonal 2L3x2 1/2x1/4x1/4 133 -7.73.9 49.292 16.5(b) Pass <br /> T5 232.583- Diagonal 2L21/2x3x1/4x1/4 170 -10.115 57.736 17.5 Pass <br /> 222.166 <br /> T6 2209 583 Diagonal 2L2 1/2x3 1/2x1/4x5/16 207 -14.436 56:145 25.7 Pass <br /> T7 209.583-197 1 Diagonal 1 21-2 1/2x3 1/2x1/4x5/16 250 -17.162 . 53.547 32.0 Pass <br /> T8 197-181.3 Diagonal 2L 3 1/2 x 4.x 1/4 x 1/4 281 25.851 68.478 37.8 Pass <br /> 181.3- <br /> T9 170.833 Diagonal 2L 3 x 3 1/2 x 1/4 x 1/4 318 -24.052 66.680 36.1 Pass <br /> T10 170.833- Diagonal 2L3 1/2x5x5/16x5/16 365 41.803 12i1.059 34.5 . Pass <br /> 146.75 <br /> T11 146.75- Diagonal 2L3 1/2x5x5/16x5/16 426 -45.241 113.004 40.0:. Pass . <br /> 121.667 <br /> i <br /> T12 121.667- Diagonal 21_3 1/2x5x5/16x5/16 T <br /> 487 47.104 108.758 43.3 Pass <br /> 96.5843 <br /> T13 96.5843-71.5 Diagonal- I 21_3 1/2x5x5/16x5/16 548 -51.099 104.095 49.1 Pass <br /> T14 71.5-51.417 Diagonal 2L 3 1/2 x 4 x 1/4 x 1/4 613 -46.255 71.312 64.9 Pass <br /> 51.417- 52.7 <br /> T15 31.334 Diagonal 2L3 1/2x4x5/16x1/2 . 686 47.737 .90.498 64.6(b) Pass <br /> T16 31.334-0 Diagonal 2L5x5ic3/8 x1/2 775 -96.311 189.748 50.8 Pass <br /> 280.084- I 4.7 <br /> T2 Horizontal 2L2.1/2x2x3/16x5/16 32 -1:852: 39.568 - Pass <br /> i13.2 T3 2 72.5- Horizontal 2L2x2x3/16x5/16 70 -3.813 28.925 _ 13 3(b) Pass <br /> 247.333- 15.7 <br /> 232.583 ' <br /> T4 . Horizontal 2L21/2x2x3116x5I16 132 -5.446 34 i. 17.4(b) <br /> 578 Pass <br /> T5 232.583- Horizontal 2L5x3 1/2x5/16x5/16 169 6.317 . 149.818 4'2 Pass <br /> 222.166 9.1 (b) <br /> T6 222'166 Horizontal 2L3x2x3/16x5/16 206 8.052 30.526 26.4 Pass <br /> 209.583 <br /> T6 197-•181.3 Horizontal 2L5x3x5/16x5/16 280 -15.099 82i 538 18.3 20.8(b) Pass <br /> T9 170.833 Horizontal 2L6x3.5x5/16"x5/16" 317 17.714 122.381 25 1 (b) Pass <br /> 70.833 <br /> T10 1146.75 Horizontal 21_31/2x21/2x1/4x5/16 364 -20.389 44I'.148 46.2 Pass <br /> 146.75- 21.5 <br /> T11 121.667 Horizontal 2L5x3 1/2x5116x5/16 425 -23.289 108.148 F32.1 (1 Pass <br /> tnxTower Report-version 8.0.5.0 <br /> i <br />