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tnxTower Job Zephyrhills (BU 816298) Page32 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Ttyon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle aobregon <br /> FAX:(919)661-6350 <br /> Section Elevation Hoi_. Gov. Tilt Tivist <br /> No. Deflection Load <br /> ft in Comb. o ° <br /> T10 170.833-146.75 5.38 9 0.20 0.01 <br /> Tl 1 146.75-121.667 4.23 9 0.19 0.01 <br /> T12 121.667-96.5843 3.20 9 0.15 0.01 <br /> T13 96.5843-71.5 2.29 9 0.12 0.01 <br /> T14 71.5-51.417 1.53 8 0.09 0.01 <br /> T15 51.417-31.334 0.94 8 0.07 0.00 <br /> T16 31.334-0 0.49 8 0.04 0.00 <br /> Critical Deflections and Radius of Curvature - Design Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Tivist Radius of <br /> Load Curvature <br /> It Comb. in o ojt <br /> 287.70 1/2"x 4'LRod 9 11.47 0.25 0.03 73714 <br /> 285.00 12"x 24"Beacon 9 11.34 0.25 0.03 73714 <br /> 283.00 DS8AIOF36U-D 9 11.23 0.25 0.03 73714 <br /> 277.00 PAD8-65AC 9 10.92 0.25 0.03 68494 <br /> 247.00 Platfrom Rail 9 9.30 0.24 0.02 210163 <br /> 235.00 Pipe Mount[PM 601-1] 9 8.66 0.24 0.02 105519 <br /> 205.00 ANT2 0.6 11 HPX(TR) 9 7.10 0.22 0.01 130448 <br /> 203.00 TTTT65AP-lXR w/Mount Pipe 9 6.99 0.22 0.01 123689 <br /> 197.00 Zephyrhills Platform 9 6.69 0.22 0.01 113848 <br /> 195.00 (2)TMBXX-6517-A2M w/Mount 9 6.59 0.21 0.01 121247 <br /> Pipe <br /> 183.00 4"Dia.x 5"Sidelight 9 5.99 0.21 0.01 368003 <br /> 177.00 (2)LPD-7905/8 9 5.69 0.21 0.01 655500 <br /> 159.00 (2)2L2.5x2.5x3/16"mid panel 9 4.80 0.20 0.01 63283 <br /> redundant <br /> 134.25 (2)2L2.5x2.5x3/l6'mid panel 9 3.70 0.17 0.01 48400 <br /> redundant <br /> 105.00 4"Dia.x 5"Sidelight 9 2.58 0.13 0.01 44179 <br /> 97.00 Zephyrhills Platform 9 2.30 0.13 0.01 36571 <br /> 7.67 WG11 8 0.11 0.01 0.00 167734 <br /> Bolt Design Data <br /> Section Elevation Component Bolt Bolt Sire Number Maximum Allowable Ratio Allowable Criteria <br /> No. Type Grade Of Load per Load Load Ratio <br /> fi'• in Bolts Bolt lb Allowable <br /> lb <br /> Tl 287.667 Diagonal A325N 0.75 2 428 15701 0.027 1 Member Block <br /> Shear <br /> Top Girt A325N 0.75 2 259 1 1 147 0.023 1 Member Block <br /> Shear <br /> T2 280.084 Leg A325N 0.75 4 1199 23461 0.051 1 Bearing <br /> Diagonal A325N 0.75 2 1560 15701 0.099 1 Member Block <br /> Shear <br /> Horizontal A325N 0.75 2 990 15701 0.063 1 Member Block <br /> Shear <br /> T3 272.5 Leg A325N 0.75 8 3386 35785 0.095 1 Bolt DS <br /> Diagonal A325N 0.75 2 3900 20934 0.186 1 Member Block <br /> Shear <br />