2215 MERRILL CREEK PKY VERIZON WIRELESS ANTENNA 2018-06-07

t1ZxTawer Job Page Norpro (BU 826263) 15 of 17 Tower Engineering Project Date Professionals TEP No. 46302.115847 14:47:27 04/12/17 326 Tryon Road Raleigh,NC 27603 Client Phone:(919)661-6351 Designed by FAX:(919)661-6350 Crown Castle mzsmee 48 Yes 4 0.00000001 0.00002507 49 Yes 4 0.00000001 0.00007098 50 Yes 4 0.00000001 0.00007870 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° Ll 150.083-119.666 13.481 39 0.720 0.002 L2 125.083-92.2497 9.791 39 0.669 0.002 L3 98.333-45.6663 6.274 39 0.570 0.001 L4 52.833-0 1.889 39 0.319 0.000 Critical Deflections and Radius of Curvature- Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 150.00 5/8"x 4'Lightning Rod 39 13.468 0.720 0.002 80811 148.00 (2)TMBXX-6516-R2M w/Mount 39 13.167 0.716 0.002 80811 Pipe 136.00 3JR52703AAAA 39 11.373 0.695 0.002 28691 121.00 ET-X-WM-18-65-8P w/Mount Pipe 39 9.220 0.658 0.002 15992 104.00 DB809K-XT 39 6.973 0.595 0.001 15308 95.00 RCMDC-3315-PF-48 39 5.875 0.554 0.001 13903 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° Ll 150.083-119.666 48.566 2 2.594 0.007 L2 125.083-92.2497 35.276 2 2.412 0.006 L3 98.333-45.6663 22.605 2 2.053 0.005 L4 52.833-0 6.806 2 1.149 0.002 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft __ Comb. in ft 150.00 5/8"x 4'Lightning Rod 2 48.521 2.593 0.007 22619 148.00 (2)TMBXX-6516-R2M w/Mount 2 47.436 2.581 0.007 22619 Pipe 136.00 3JR52703AAAA 2 40.975 2.503 0.006 8030 121.00 ET-X-WM-18-65-8P w/Mount Pipe 2 33.217 2.370 0.006 4472