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Y <br /> Job Page <br /> tnxTower Buzz Inn (BU 880407) 11 of 13 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No. 51358.131860 21:34:29 09/10/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603-5263 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 pStewart <br /> 19 Yes 5 0.00000001 0.00025220 <br /> 20 Yes 5 0.00000001 0.00008757 <br /> 21 Yes 5 0.00000001 0.00003984 <br /> 22 Yes 5 0.00000001 0.00050270 <br /> 23 Yes 5 0.00000001 0.00021938 <br /> 24 Yes 5 0.00000001 0.00063724 <br /> 25 Yes 5 0.00000001 0.00028330 <br /> 26 Yes 4 0.00000001 0.00001906 <br /> 27 Yes 4 0.00000001 0.00037945 <br /> 28 Yes 4 0.00000001 0.00039357 <br /> 29 Yes 4 0.00000001 0.00039155 <br /> 30 Yes 4 0.00000001 0.00037137 <br /> 31 Yes 4 0.00000001 0.00040287 <br /> 32 Yes 4 0.00000001 0.00040707 <br /> 33 Yes 4 0.00000001 0.00039996 <br /> 34 Yes 4 0.00000001 0.00043358 <br /> 35 Yes 4 0.00000001 0.00043341 <br /> 36 Yes 4 0.00000001 0.00040097 <br /> 37 Yes 4 0.00000001 0.00041160 <br /> 38 Yes 4 0.00000001 0.00041016 <br /> 39 Yes 4 0.00000001 0.00017189 <br /> 40 Yes 4 0.00000001 0.00024618 <br /> 41 Yes 4 0.00000001 0.00030428 <br /> 42 Yes 4 0.00000001 0.00011018 <br /> 43 Yes 4 0.00000001 0.00040510 <br /> 44 Yes 4 0.00000001 0.00023067 <br /> 45 Yes 4 0.00000001 0.00016644 <br /> 46 Yes 4 0.00000001 0.00033935 <br /> 47 Yes 4 0.00000001 0.00029895 <br /> 48 Yes 4 0.00000001 0.00013353 <br /> 49 Yes 4 0.00000001 0.00024719 <br /> 50 Yes 4 0.00000001 0.00043304 <br /> Maximum Tower Deflections- Service Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. ° <br /> Li 88-42.25 16.062 46 1.4332 0.0103 <br /> L2 45-0 4.672 47 0.9495 0.0046 <br /> Critical Deflections and Radius of Curvature Service Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 85.00 ETCR-654L12H6 w/Mount Pipe 46 15.150 1.4067 0.0110 18807 <br /> 75.00 VHLP1-23-1GR 46 12.153 1.3154 0.0094 7233 <br /> 72.00 ACUTIME 2000 46 11.281 1.2864 0.0090 5877 <br /> 31.00 (3)12"x 12"x 4"Light 47 2.549 0.6951 0.0034 3172 <br /> Maximum Tower Deflections - Design Wind <br />