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e <br /> thxTower Job Zephyrhills (BU 816298) Page 48 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 aobregon <br /> Section Elevation Si_e L L„ KUr A P„ Ratio <br /> No. P„ <br /> ft ft ft in, lb lb �p <br /> 247.333 <br /> T4 247.333- L4x4x1A 10.59 10.59 101.7 1.94 102 62856 0.002' <br /> 232.583 <br /> T7 209.583-197 2L3x2x3/16x5/16 13.89 13.89 194.8 1.80 201 58472 0.003' <br /> T10 170.833- L3x3x3/16 17.28 17.28 220.8 1.09 26 35316 0.001 ' <br /> 146.75 <br /> T11 146.75- L5x3xl/4 19.38 19.38 270.1 1.94 15 62856 0.000' <br /> 121.667 <br /> T13 96.5843-71.5 2L2x2-l/2x3/l6x5/l6 23.76 23.76 475.0 1.62 2 52397 0.000' <br /> T14 71.5-51.417 2L2 1/2x2 1/2x3/16x5/16 25.96 25.96 400.2 1.80 1 58472 0.000' <br /> P„ /�P„controls <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P oP„IM„. % Pass <br /> No. f Tjpe Element lb lb Capacity Fail <br /> T1 287.667- Leg L5x5x5/16 3 -957 68151 1.4 Pass <br /> 280.084 <br /> T2 280.084-272.5 Leg L5x5x5/16 25 -2397 68151 3.5 Pass <br /> 5.1 (b) <br /> T3 272.5-247.333 Leg L5x5xl/2 46 -13545 138404 9.8 Pass <br /> T4 247.333- Leg L8x8x5/8 114 -31737 343201 9.2 Pass <br /> 232.583 <br /> T5 232.583- Leg L8x8x5/8 152 -39779 385363 103 Pass <br /> 222.166 18.5(b) <br /> T6 222.166- Leg L8x8x5/8 189 -52050 365491 14.2 Pass <br /> 209.583 <br /> T7 209583-197 Leg L8x8x5/8 226 -68352 365491 18.7 Pass <br /> 23.4(b) <br /> T8 197-1813 Leg L8x8x1 1/8 263 -89646 574459 15.6 Pass <br /> T9 181.3- 170.833 Leg L8x8x1 1/8 300 -118735 666923 17.8 Pass <br /> 30.5(b) <br /> T10 170.833-146.75 Leg L8x8x1 1/8 337 -141863 567438 25.0 Pass <br /> 37.2(b) <br /> Tl 1 146.75-121.667 Leg L8x8x3/4 398 -193756 381148 50.8 Pass <br /> T12 121.667- Leg L8x8x1 459 -252609 497680 50.8 Pass <br /> 96.5843 <br /> T13 96.5843-71.5 Leg L8x8x1 1/8 520 -313836 554066 56.6 Pass <br /> T14 71.5-51.417 Leg L8x8xl 1/8 581 -379528 618134 61.4 Pass <br /> T15 51.417-31.334 Leg L8x8xl 1/8 654 -432981 618134 70.0 Pass <br /> T16 31.334-0 Leg L8x8xl 1/8 729 -416546 575107 72.4 Pass <br /> Tl 287.667- Diagonal 2L21/2x2x3/16x5/16 19 -1033 22393 4.6 Pass <br /> 280.084 <br /> T2 280.084-272.5 Diagonal 21 2 1/2x2x3/16x5/16 33 -3322 21328 15.6 Pass <br /> T3 272.5-247.333 Diagonal 2L2 1/2x2 1/2xl/4x5/16 71 -8102 24116 33.6 Pass <br /> T4 247.333- Diagonal 2L3x2 1/2xl/4xl/4 133 -8102 36624 22.1 Pass <br /> 232.583 <br /> T5 232.583- Diagonal 2L2 1/2x3xl/4xl/4 170 -10625 42679 24.9 Pass <br /> 222.166 <br /> T6 222.166- Diagonal 2L2 1/2x3 1/2xl/4x5/16 207 -12934 41469 31.2 Pass <br /> 209.583 <br /> T7 209.583-197 Diagonal 2L2 WA 1/2xl/4x5/16 250 -15539 39835 39.0 Pass <br /> T8 197-181.3 Diagonal 2L 3 1/2 x 4 x 1/4 x 1/4 281 -23424 51755 45.3 Pass <br /> T9 181.3-170.833 Diagonal 2L 3 x 3 1/2 x 1/4 x 1/4 318 -22067 49651 44.4 Pass <br /> TIO 170.833-146.75 Diagonal 2L3 1/2x5x5/16x5/16 365 -38893 88823 43.8 Pass <br />