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It <br /> Job Page <br /> tnxTower Buzz Inn (BU 880407) 10 of 12 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No. 51358.131860- Seismic Analysis 08:01:30 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 TLI <br /> Non-Linear Convergence Results <br /> Load Converged? Number Displacement Force <br /> Combination of Cycles Tolerance Tolerance <br /> I Yes 4 0.00000001 0.00000001 <br /> 2 Yes 4 0.00000001 0.00032232 <br /> 3 Yes 4 0.00000001 0.00011728 <br /> 4 Yes 5 0.00000001 0.00012208 <br /> 5 Yes 5 0.00000001 0.00006299 <br /> 6 Yes 5 0.00000001 0.00012213 <br /> 7 Yes 5 0.00000001 0.00006301 <br /> 8 Yes 4 0.00000001 0.00032077 <br /> 9 Yes 4 0.00000001 0.00011653 <br /> 10 Yes 5 0.00000001 0.00012498 <br /> 11 Yes 5 0.00000001 0.00006411 <br /> 12 Yes 5 0.00000001 0.00012351 <br /> 13 Yes 5 0.00000001 0.00006353 <br /> 14 Yes 4 0.00000001 0.00032712 <br /> 15 Yes 4 0.00000001 0.00011860 <br /> 16 Yes 5 0.00000001 0.00012719 <br /> 17 Yes 5 0.00000001 0.00006493 <br /> 18 Yes 5 0.00000001 0.00012714 <br /> 19 Yes 5 0.00000001 0.00006492 <br /> 20 Yes 4 0.00000001 0.00032725 <br /> 21 Yes 4 0.00000001 0.00011829 <br /> 22 Yes 5 0.00000001 0.00012424 <br /> 23 Yes 5 0.00000001 0.00006381 <br /> 24 Yes 5 0.00000001 0.00012572 <br /> 25 Yes 5 0.00000001 0.00006438 <br /> Maximum Tower Deflections - Design Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. ° <br /> Ll 88-42.25 30.262 18 2.8336 0.0004 <br /> L2 45-0 8.335 18 1.7426 0.0002 <br /> Critical Deflections and Radius of Curvature- Design Wind <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 87.00 Seismic Force 45 18 29.673 2.8115 0.0004 9356 <br /> 86.87 Seismic Force 44 18 29.596 2.8086 0.0004 9356 <br /> 85.00 ETCR-654L12H6 w/Mount Pipe 18 28.496 2.7672 0.0004 9356 <br /> 84.61 Seismic Force 42 18 28.264 2.7585 0.0004 9356 <br /> 82.34 Seismic Force 41 18 26.936 2.7082 0.0004 8268 <br /> 80.08 Seismic Force 40 18 25.616 2.6576 0.0004 5906 <br /> 78.00 Seismic Force 39 18 24.413 2.6107 0.0004 4678 <br /> 77.82 Seismic Force 38 18 24.307 2.6066 0.0004 4593 <br /> 75.55 Seismic Force 37 18 23.010 2.5550 0.0004 3758 <br />