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February 08, 2019 <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 . <br /> Project Number 9800.816298,Phase 3,Application 477164, Revision 0 Page 7 <br /> Section Component Critical SF*P allow <br /> Elevation(ft), Size R(K) Pass/Fail <br /> No. Type (Element'[-46.578 <br /> : (t) Capacity <br /> T12 96.5,843 Diagonal 2L31/2x5x5/16x5/16 487 108.758 �42.8 I Pass <br /> T13 96.5843-71.5 Diagonal 2L3 1/2x5x5/16x5/16 548 -50.762 104.095 48.8 Pass <br /> T14 71.5-51.417 Diagonal 2L 3 1/2 x 4 x 1/4 x 1/4 613 -46.086 71.312 64.6 Pass <br /> T15 51.417- Diagonal 2L31/2x4x5/16xl/2 686 -47.650 90.498- 52.7 Pass <br /> 31.334 64.4(b) <br /> T167 31.334-0 Diagonal 2L5x5x3/8 x1/2 775 -95.955 189.748 50.6 Pass <br /> 280.084- 4.7 <br /> T2 272.5 Horizontal 21-2 1/2x2x3/16x5/16 32 -1.852 39.568 5 7(b) Pass <br /> T3 2 72.5- Horizontal 2L2x2x3/16x5/16 70 3.813 28.925 13 3(b)13.2 Pass <br /> T4 247.333- Horizontal _ 2L2 1/2x2x3/16x5/16 132 -5.446 34.578 15.7 Pass <br /> 232.583 17.4(b) <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 /> FT6 222.166- Horizontal 2L3x2x3/16x5/16---F 206 8.053 30.526 26.4 Pass <br /> 209.583 <br /> T8 197-181.3 Horizontal 2L5x3x5/16x5/16 280 -14.468 82.538 17.5 Pass <br /> 20.1 (b) . <br /> T9 170.833 Horizontal 2L:6x3.5x5/16"x5/16" 317 1..-17.151 122.381 24.3(b) Pass <br /> T10 170.833-- Horizontal 2L31/2x21/2x1/4x5/16 364 -19.890 44.148 45.1 Pass <br /> 146.75 <br /> T11 1 . - Horizontal 2L5x31/2x5/16x5/16 425 -2-2.871 108.148 21.1 Pass <br /> 12121.66667 31.5(b) <br /> T12 121.667- Horizontal 2L4x3xl/4xl/4 486 25.474 45.982 55.4 Pass <br /> 96.5843 <br /> T13 96.5843-71.5 Horizontal 1 21-43 1/2x5/16xl/4 547 -29.534 63.423 46.6 Pass <br /> T14 71.5-51.417 Horizontal 2L3 1/2x2 1/2x1/4 612 -31.596 65.259 48.4 Pass <br /> T15 51.417- Horizontal 2L31/2x21/2x1/4 685 -33.512 59.048 56.8 Pass <br /> 31.334 <br /> T16 31.334-0 Horizontal 2L6x4x7/16x1/2 798 -77.153 230.540 33.5 Pass <br /> 52.1 (b) <br /> T1 287'667 Top Girt L3x2 1/2xl/4 7 -0.531 30.040 1.8 Pass <br /> 280.084 2.1 (b) <br /> T3 2 72'5- Top Girt L5x3x1/4 49 -2.889 39.779 9 1.3 Pass <br /> T4 247.333- 11.6(b) <br /> Top Girt 2L3 1/2x2 1/2x1/4x5/16 119 -5.061 77.128 6'6 <br /> 232.583 Pass <br /> T7 209.563-197 1 Top Girt 2L3x2x3/16x5/16 231 -10.763 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 /> 232.583- Redund Horz 1 <br /> T5 222.166 Bracing L21/2x11/2x3/16 178 -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 <br /> T7 209.583-197 Redund Horz 1 L2 1/2x2x3/16 245 -1.321 14.685 9.0 Pass <br /> Bracing <br /> T8 197-181.3 Redund Horz 1 21-2 1/2x2x3/16x1/4 278 -1.455 45.517 3.2 Pass <br /> Bracing <br /> T9 181.3- Redund Horz 1 L2 1/2x2x3/16 319 -2.071 10.356 20.0 Pass <br /> 170.833 Bracing <br /> T10 .170.833- Redund Horz 1 L2 1/2xl 1/2x3/16 347 -2.289 11.418 20.0 Pass <br /> 146.75 Bracing <br /> T11 146.75- Redund Horz 1 L2 1/2x1 1/2x3/16 432 -3.147 8.900 35.4 Pass <br /> 121.667 Bracing <br /> 121.667- Redund Horz 1 <br /> T12 96.5843 Bracing " L2 1/2x1 1/2x3116 493 4.099 7.071 58.0 Pass <br /> tnxTower Report-version 8.0.4.0 <br />