Laserfiche WebLink
June 4, 2018 <br /> 288-ft Self-Supporting Tower Structural Modification Analysis Report CCI BU No 816298 <br /> TEP Project Number 26146.157540, Order 412641, Revision 1 Page 7 <br /> Section Elevation(ft) Component Size Critical P(lb) mPallow(lb) % Pass/Fail <br /> No. Type Element Capacity <br /> l <br /> T14 71.5-51.417 I Diagonal l 2L 3 1/2 x14 x 1/4 x 1/4 ( 613 -47704 53656 ( 88.9 ( Pass <br /> T15 51.417-31.334 Diagonal 21-3 1/2x4x5/16x1/2 686 -49751 67547 73.7 Pass <br /> T16 31.334-0 Diagonal 2L5x5x3/8 x1/2 775 -94125 I 144191 65.3 Pass <br /> T2 1 280.084-272.5 Horizontal 21-2 1/2x2x3/16x5/16 32 -1978 29914 6.6 Pass <br /> T3 272.5-247.333 Horizontal 2L2x2x3/16x5/16 70 1 -4045 21274 19.0 Pass <br /> T4 247.333-232.583 Horizontal 21-2 1/2x2x3/16x5/16 132 -5907 26070 22.7 Pass <br /> T5 232.583-222.166 Horizontal 21-50 1/2x5/16x5/l6 169 -6803 121635 5.6 Pass <br /> 10.1 (b) <br /> T6 222.166-209.583 Horizontal 21-3x20/16x5/16 206 -7873 23997 32.8 Pass <br /> T8 197-181.3 Horizontal 2L5x3x5/16x5/16 280 -13725 65215 21.0 Pass <br /> T9 181.3-170.833 Horizontal 2L6x3.5x5/16"x5/16" 317 -16552 97350 17.0 Pass <br /> 24.3(b) <br /> T10 170.833-146.75 Horizontal 21-3 1/2x2 1/2x1/4x5/16 364 -19296 34325 56.2 Pass <br /> T11 146.75-121.667 Horizontal 21-50 1/2x5/16x5/16 425 -22727 82 337 27.4 Pass <br /> 33.4(b) <br /> T12 121.667-96.5843 Horizontal 2L4x3x1/4x1/4 486 -26085 35919 72.6 Pass <br /> T13 96.5843-71.5 Horizontal 21-40 1/2x5/16xl/4 547 -30700 47676 1 64.4 Pass <br /> T14 71.5-51.417 Horizontal 21-3 1/2x2 1/2x1/4 612 -33293 47720 69.8 Pass <br /> T15 51.417-31.334 Horizontal 2L3 1/2x2 1/2x1/4 685 -35939 43373 82.9 Pass <br /> T16 31.334-0 Horizontal 2L6x4x7/16xl/2 798 -72972 142997 51.0 Pass <br /> 54.4(b) <br /> T1 287.667-280.084 Top Girt L3x2 1/2x1/4 ( 7 -548 21969 2.5 Pass <br /> T3 272.5-247.333 Top Girt L5x3xl/4 49 -3024 29559 10.2 Pass <br /> T4 247.333-232.583 Top Girt 21-3 1/2x2 1/2x1/4x5/16 119 -5317 59488 8.9 Pass <br /> 12.8(b) <br /> T7 209.583-197 Top Girt 2L3x2x3/16x5/16 231 -9460 20890 45.3 Pass <br /> T3 272.5-247.333 Redund Horz L2 1/2x2x3/16 79 -241 14792 1.6 Pass <br /> 1 Bracing <br /> T5 232.583-222.166 Redund Horz L2 1/2x1 1/2x3/16 178 -768 8020 9.6 Pass <br /> 1 Bracing <br /> T6 222.166-209.583 Redund Horz L2 1/2x2x3/16 215 -915 12457 7.3 Pass <br /> 1 Bracing <br /> T7 209.583-197 Redund Horz L2 1/2k2x3/16 254 -1369 10964 12.5 Pass <br /> 1 Bracing <br /> F-:T8 197-181.3 Redund Harz 21-2 1/2x2x3/16xl/4 289 -1400 35270 4.0 Pass <br /> 1 Bracing <br /> T9 181.3-170.833 Redund Horz L2 1/2x2x3/16 329 -1973 7785 25.3 Pass <br /> 1 Bracing <br /> T10 170.833-146.75 Redund Horz L2 1/2xl 1/2x3/16 347 -2154 8583 25.1 Pass <br /> 1 Bracing <br /> T11 146.75-121.667 Redund Horz L21/2x1;1/2x3/16 408 -2937 6691 43.9 Pass <br /> 1 Bracing <br /> T12 121.667-96.5843 (Redund Horz L2 1/2xl 1/2x3/16 493 -3816 5315 71.8 Pass <br /> 1 Bracing <br /> T13 96.5843-71.5 Redund Horz L2 1/2x2x3/16 554 -4738 8338 56.8 Pass <br /> 1 Bracing <br /> T14 71.5-51.417 Redund Horz L2 1/2z2x3/16 592 -5728 8073 70.9 Pass <br /> 1 Bracing <br /> T15 51.417-31.334 Redund Horz 21-2 1/2x2x3/16xl/4 665 -6532 30173 21.6 I Pass <br /> 1 Bracing <br /> T16 31.334-0 Redund Horz L2 1/2x2 1/2x1/4(rz) 783 -6309 27022 23.3 Pass <br /> 1 Bracing <br /> T10 170.833-146.75 Redund Horz L2 1/2x2 1/2x3/16 348 -2154 5682 37.9 Pass <br /> 2 Bracing <br /> T11 146.75-121.667 Redund Horz L3x3x3/16 409 -2937 7838 37.5 Pass <br /> 2 Bracing <br /> tnxTower Report-version 7.0.5.1 <br />