Laserfiche WebLink
tnxTower Job Page <br /> Zephyrhills (BU 816298) 31 of 52 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Tgon Road <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle on aobre <br /> FAX:(919)661-6350 9 <br /> Section Elevation Hor_. Gov. Tilt Tivist <br /> No. Deflection Load <br /> f in Comb. o ° <br /> T6 222.166-209.583 1.61 25 0.05 0.00 <br /> T7 209.583-197 1.48 25 0.05 0.00 <br /> T8 197-181.3 1.35 25 0.04 0.00 <br /> T9 181.3-170.833 1.19 25 0.04 0.00 <br /> T10 170.833-146.75 1.08 25 0.04 0.00 <br /> TI 1 146.75-121.667 0.85 25 0.04 0.00 <br /> T12 121.667-96.5843 0.64 25 0.03 0.00 <br /> T13 96.5843-71.5 0.46 25 0.03 0.00 <br /> T14 71.5-51.417 0.31 21 0.02 0.00 <br /> Tl 5 51.417-31.334 0.19 21 0.01 0.00 <br /> T16 31.334-0 0.10 21 0.01 0.00 <br /> Critical Deflections and Radius of Curvature - Service Wind <br /> Elevation Appw4enance Gov. Deflection Tilt Tivist Radius of <br /> Load Cw-atw•e <br /> ft Comb. in o ° ft <br /> 287.70 1/2"x 4'LRod 25 2.31 0.05 0.01 351708 <br /> 285.00 12"x 24"Beacon 25 2.29 0.05 0.01 351708 <br /> 283.00 DS8AIOF36U-D 25 2.26 0.05 0.01 351708 <br /> 277.00 PAD8-65AC 25 2.20 0.05 0.01 316939 <br /> 247.00 Platfrom Rail 25 1.87 0.05 0.00 Inf <br /> 235.00 Pipe Mount[PM 601-1] 25 1.74 0.05 0.00 515160 <br /> 205.00 ANT2 0.6 11 HPX(TR) 25 1.43 0.04 0.00 661794 <br /> 203.00 TTTT65AP-I XR w/Mount Pipe 25 1.41 0.04 0.00 611043 <br /> 197.00 Zephyrhills Platform 25 135 0.04 0.00 526566 <br /> 195.00 (2)TMBXX-6517-A2M w/Mount 25 1.33 0.04 0.00 560378 <br /> Pipe <br /> 183.00 4"Dia.x 5"Sidelight 25 1.21 0.04 0.00 Inf <br /> 177.00 (2)LPD-7905/8 25 1.15 0.04 0.00 Inf <br /> 159.00 (2)2L2.5x2.5x3/16"mid panel 25 0.97 0.04 0.00 313341 <br /> redundant <br /> 134.25 (2)2L2.5x2.5x3/16"mid panel 25 0.74 0.03 0.00 240920 <br /> redundant <br /> 105.00 4"Dia.x 5"Sidelight 25 0.52 0.03 0.00 216756 <br /> 97.00 Zephyrhills Platform 25 0.46 0.03 0.00 179065 <br /> 7.67 WGII 21 0.02 0.00 0.00 799323 <br /> Maximum Tower"Deflections - Design Wind <br /> Section Elevation Hot= Gov. Tilt Tivist <br /> No. Deflection Load <br /> ft in Comb. o ° <br /> Tl 287.667-280.084 11.47 9 0.25 0.03 <br /> T2 280.084-272.5 11.08 9 0.25 0.03 <br /> T3 272.5-247.333 10.68 9 0.25 0.03 <br /> T4 247.333-232.583 9.32 9 0.24 0.02 <br /> T5 232.583-222.166 8.53 9 0.24 0.02 <br /> T6 222.166-209.583 7.99 9 0.23 0.02 <br /> T7 209.583-197 7.33 9 0.22 0.02 <br /> T8 197-181.3 6.69 9 0.22 0.01 <br /> T9 181.3- 170.833 5.90 9 0.21 0.01 <br />