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tnxTower Job Page <br /> Zephyrhills (BU 816298) 51 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 To-on Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle on aobre <br /> FAX:(919)661-6350 g <br /> Section Elevation Component Sire Critical P oPO- % Pass <br /> No. rt Type Element lh lh Capacity Fail <br /> Tl 1 146.75-121.667 Redund Hip 2 21-2 1/2x2 1/2x3/16x5/16 449 -143 10271 1.4 Pass <br /> Bracing <br /> T12 121.667- Redund Hip 2 21-2 1/2x3x 1/4x 1/4 510 -110 11277 1.0 Pass <br /> 96.5843 Bracing <br /> T13 96.5843-71.5 Redund Hip 2 21-2 1/2x3xl/4x 1/4 571 -114 9293 12 Pass <br /> Bracing <br /> T14 71.5-51.417 Redund Hip 2 2L 3 x 3 1/2 x 1/4 x,1/4 640 -65 13665 0.5 Pass <br /> Bracing <br /> T15 51.417-31.334 Redund Hip 2 2L 3 x 3 1/2 x 1/4 x 1/4 713 -66 11989 0.6 Pass <br /> Bracing <br /> T16 31.334-0 Redund Hip 2 21-2 1/2 x 2 1/2 x 3/16 x 5/16 791 -389 16234 2.4 Pass <br /> Bracing <br /> T16 31.334-0 Redund Hip 3 21-21/2x3xl/4xl/4 816 -204 9814 2.1 Pass <br /> Bracing <br /> TIO 170.833-146.75 Redund Hip Diagonal L3 1/2x3 1/2x1A. 389 -151 4487 3.4 Pass <br /> 2 Bracing <br /> Tl 1 146.75-121.667 Redund Hip Diagonal L3 1/2x3 1/2xl/4 450 -161 3686 4.4 Pass <br /> 2 Bracing <br /> T12 121.667- Redund Hip Diagonal 2L2 1/2x2x3/16xl/4 511 -126 3874 3.2 Pass <br /> 96.5843 2 Bracing <br /> T13 96.5843-71.5 Redund Hip Diagonal 21-2 1/2x2x3/16x1/4 572 -127 3296 3.8 Pass <br /> 2 Bracing <br /> T14 71.5-51.417 Redund Hip Diagonal 21-2 1/2x2x3/16x1%4 641 -76 2972 2.6 Pass <br /> 2 Bracing <br /> T15 51.417-31.334 Redund Hip Diagonal 21-21/2x2x3/16x1/4 714 -70 2637 2.7 Pass <br /> 2 Bracing <br /> T16 31.334-0 Redund Hip Diagonal 21-2 1/2x2x3/l6xI/4 817 -362 6732 5.4 Pass <br /> 2 Bracing <br /> T16 31.334-0 Redund Sub Hors 2L5x5x3/8 813 -61937 110127 56.2 Pass <br /> Bracing <br /> T16 31.334-0 Redund Sub 2L5x3 1/2x5/16x3/8 794 -64095 110962 57.8 Pass <br /> Diagonal Bracing <br /> TI 287.667- Inner Bracing L3x3x3/16 13 -9 6074 0.2 Pass <br /> 280.084 <br /> T2 280.084-272.5 Inner Bracing L3x3x3/16 42 -2 5078 0.2 Pass <br /> T3 272.5-247.333 Inner Bracing L3x3x3/16 55 -47 4308 1.1 Pass <br /> T4 247.333- Inner Bracing L4x4x1A: 125 -84 8568 1.0 Pass <br /> 232.583 <br /> T5 232.583- Inner Bracing L4x4x1/4 187 -4 6811 0.4 Pass <br /> 222.166 <br /> T6 222.166- Inner Bracing L4x4xl/4 224 -5 5876 0.4 Pass <br /> 209.583 <br /> T7 209.583-197 Inner Bracing 2L3x2x3/16x5/16 237 -147 5168 2.8 Pass <br /> T8 197-181.3 Inner Bracing L7x4x3/8 298 -11 17736 0.6 Pass <br /> T9 181.3-170.833 Inner Bracing L3 1/2x2 1/2xl/4 333 -39 4570 0.9 Pass <br /> T10 170.833-146.75 Inner Bracing L3x3x3/16 394 -69 5051 1.4 Pass <br /> Tl 1 146.75-121.667 inner Bracing L5x3x1/4 454 -88 6006 1.5 Pass <br /> T12 121.667- Inner Bracing 21-31/2x31/2x1/4x5/16 518 -14 13660 0.6 Pass <br /> 96.5843 <br /> T13 96.5843-71.5 Inner Bracing 2L2x2-1/2x3/16x5/16 576 -70 6326 1.1 Pass <br /> T14 71,5-51.417 Inner Bracing 21-21/2x21/2x3/16x5/16 646 -59 5439 1.1 Pass <br /> T15 51.417-31.334 Inner Bracing 21-21/2x3x1/4xl/4 721 -14 5166 0.8 Pass <br /> T16 31.334-0 Inner Bracing 21-2 1/2x2 1/2x3/16x5/16 828 -78 4220 1.8 Pass <br /> Summary <br /> Leg(Tl6) 72.4 Pass <br /> Diagonal 88.9 Pass <br /> (T14) <br /> Horizontal 82.9 Pass <br /> (T15) <br /> Top Girt 45.3 Pass <br /> (T7) <br />