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November 29, 2018. <br /> 287.667 Ft Self Support Tower Structural Analysis CCI BU No 816298 <br /> Project Number 9800.816298, Phase 2, Order,468057, Revision 3 Page 7 <br /> I <br /> Section Component Critical SF*P_allow % <br /> No. Elevation(ft) Type Size Element P(K) (Iq ll <br /> Capacity Pass/Fail <br /> T11 146.75 Diagonal 2L31/2x5x5/16x5/16 426 -45.036 113.004 39.9 Pass <br /> 121.667 --�- -- --- <br /> T12 121.667- Diagonal 21-3 1/2x5x5/16x5/16 487 -47.041 108.758 43.3 Pass <br /> 96.5843 <br /> T13 96.5843-71.5 Diagonal 1 21-3 1/2x5x5/16x5/16 548 1 -51.155 1 104.095 1 49.1 Pass <br /> T14 71.5-51.417 1 Diagonal 2L 3 1/2 x 4 x 1/4 x 1/4 613 -46.384 71.312 65.0 Pass <br /> 51.417- 52.9 <br /> T15 Diagonal 2L31/2x4x5/16x1/2 686 47.917 90.498 Pass <br /> 31.334 64.8(b) <br /> T16 31.334-0 Diagonal 2L5x5x3/8 x1/2 775 -95.897 189.748 50.5 Pass <br /> 280.084- 4.7 <br /> T2 272 5 Horizontal 2L2 1/2x2x3/16x5/i6 32 -1.850 39.568 5 7(b) Pass <br /> T3 272'5 Horizontal 2L2x2x3/16x5/16 70. -3.805 28.925 13.2 Pass <br /> 247.333 13.3(b) <br /> T4 247.333- Horizontal 2L2 1/2x2x3/16x5/16 132 -5.434 34.578 15.7 Pass I' <br /> .232.583 17.4(b) <br /> T5 22221866 Horizontal 2L5x31/2x5/16x5/16 169 -6.304 149.818 9..2 Pass <br /> T6 222.166 Horizontal 2L3x2x3/16x5/16 206 -8.036 30.526 26.3 Pass <br /> 209.583 <br /> T8 197-181.3 Horizontal 2L5x3x5/16x5/16 280 -14.849 82.538 18.0 29.6(b) Pass <br /> T9 1 81.33 Horizontal 2L6x3.5x5/16"x5/16" 317 -17.508 122.381 214'fib) Pass <br /> T10 11 -46.75 Horizontal 2L31/2x21/2xl/4x5/16 364 -20.282 44.148 45.9 Pass i <br /> 46.75 <br /> 1.4 <br /> T11 1 12121.66667 32.0(b) <br /> . - Horizontal 2L5z31/2x5/16x5/16 425 -23.166 108.148 20( Pass <br /> T12 121.667- Horizontal 2L4x3x1/4x1/4 486 -25.727 45.982 55.9 Pass <br /> 96.5843 <br /> T13 96.5843-71.5 Horizontal 21-4x3 1%2x5/16x1/4 547 -29.766 63.423 46.9 Pass <br /> T14 71.5-51.417 Horizontal 2L31/2x21/2x1/4 1 612 1 -31.804 1 65.259 48.7 Pass <br /> T15 51.417- Horizontal . 2L31/2x21/2xl/4. 685 -33.704 59.048 57.1 Pass <br /> 31.334 <br /> T16 31.334-0 Horizontal 2L6x4x7/16xl/2 798 -77.110 230.540 33.4 Pass <br /> 52.1 (b) <br /> T1 287'667 Top Girt L3x2 1/2x1/4 7 0.531 30.040 1.8 Pass <br /> 280.084 2.1 (b) <br /> T3 247.333 Top Girt L5x3xlA 49 -2.884 39.779 9.1'�b) Pass <br /> T4 247.333- Top Girt 2L31/2x21/2xl/4x5/16 119 5.050 77.128 6.5 Pass <br /> 232.583 11.6(b) <br /> T7 209.583-197 1 Top Girt I 2L3x2x3/16x5/16 231 -10.786 26.538 40.6 Pass <br /> T3 272.5- Redund Horz 1 L2 1/2x2x3/16 79 0.246 20.131 1.2 Pass <br /> 247.333 Bracing <br /> T5 232.583- Redund Horz 1 L2 1/2xl 1/2x3/16 178 0.817 10.669 7.7 Pass <br /> 222.166 Bracing <br /> T6 222.166- Redund Horz 1 L2 1/2x2x3/16 201 -1.685 16.992 9.9 Pass <br /> 209.583 Bracing <br /> T7 209.583-197 Redund Horz 1 L2 1/2x2x3/16 245 -1.334 14.685 9.1 Pass <br /> Bracing <br /> T8 197-181.3 Redund Horz 1 21-2 1/2x2x3/16xl/4 278 -1.467 45.517 3.2 Pass <br /> Bracing <br /> T9 181.3- Redund Horz 1 L2 1/2x2x3/16 319 -2.082 10.356 20.1 Pass <br /> 170.833 Bracing <br /> T10 170.833- Redund Horz 1 L2 1/2x1 1/2x3/16 347 -2.308 11.418 20.2 Pass <br /> 146.75 •Bracing <br /> T11 146.75- Redund Horz 1 L2 1/2x1 1/2x3/16 408 -3.169 8.900 35.6 Pass <br /> tnxTower Report-version 8.0.4.0 <br />