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<br /> <br /> <br />ttnnxxTToowweerr Job <br />EDINGER AND BRISTOL (BU 845391) <br />Page <br />19 of 21 <br />TEP <br />326 Tryon Road <br />Project <br />TEP No. 229344.1130072 <br />Date <br />12:45:44 07/20/25 <br />Raleigh, NC 27603 <br />Phone: (919) 616-6351 <br />FAX: (919) 616-6350 <br />Client <br />Crown Castle Designed by <br />TG <br /> Maximum Tower Deflections - Service Wind <br /> <br />Section <br />No. <br />Elevation <br /> <br />ft <br />Horz. <br />Deflection <br />in <br />Gov. <br />Load <br />Comb. <br />Tilt <br /> <br />° <br />Twist <br /> <br />° <br />L1 60 - 45 1.977 26 0.2324 0.0001 <br />L2 45 - 30 1.254 26 0.2232 0.0001 <br />L3 30 - 0 0.612 26 0.1783 0.0001 <br /> <br /> <br /> <br /> Critical Deflections and Radius of Curvature - Service Wind <br /> <br />Elevation <br /> <br />ft <br />Appurtenance Gov. <br />Load <br />Comb. <br />Deflection <br /> <br />in <br />Tilt <br /> <br />° <br />Twist <br /> <br />° <br />Radius of <br />Curvature <br />ft <br />59.00 NNH4-65C-R6-V3 w/ Mount Pipe 26 1.928 0.2322 0.0001 215700 <br />57.50 CCISeismic Tower Section 1 - 1 26 1.855 0.2320 0.0001 215700 <br />55.00 CCISeismic miscl Safety Line 3/8 <br />From 0 to 60 (50ft to60ft) <br />26 1.734 0.2315 0.0001 215700 <br />54.50 CCISeismic 123ewireless <br />123-171-XX(5/16) From 0 to 59 <br />(50ft to59ft) <br />26 1.710 0.2313 0.0001 196091 <br />50.00 CCISeismic Tower Section 1 - 2 26 1.493 0.2290 0.0001 107850 <br />48.00 APXVAALL24_43-U-NA20_TMO <br />w/ Mount Pipe <br />26 1.397 0.2271 0.0001 87249 <br />45.00 CCISeismic miscl Safety Line 3/8 <br />From 0 to 60 (40ft to50ft) <br />26 1.254 0.2232 0.0001 52243 <br />44.00 CCISeismic (3) rfs celwave <br />HB158-21U6S24-xxM_TMO(1-5/8) <br />From 0 to 48 (40ft to48ft) <br />26 1.207 0.2215 0.0001 42026 <br />42.50 CCISeismic Tower Section 2 - 1 26 1.137 0.2186 0.0001 30691 <br />36.00 MX08FRO665-21 w/ Mount Pipe 26 0.846 0.2011 0.0001 12676 <br />35.00 CCISeismic Tower Section 2 - 2 26 0.804 0.1977 0.0001 11612 <br />33.00 CCISeismic cui <br />CU12PSM9P8XXX(1-3/8) From 0 <br />to 36 (30ft to36ft) <br />26 0.723 0.1904 0.0001 10003 <br />25.00 CCISeismic Tower Section 3 - 1 26 0.454 0.1548 0.0001 9815 <br />15.00 CCISeismic Tower Section 3 - 2 26 0.223 0.0984 0.0000 16358 <br />5.00 CCISeismic Tower Section 3 - 3 26 0.066 0.0337 0.0000 49073 <br /> <br /> <br /> <br /> Maximum Tower Deflections - Design Wind <br /> <br />Section <br />No. <br />Elevation <br /> <br />ft <br />Horz. <br />Deflection <br />in <br />Gov. <br />Load <br />Comb. <br />Tilt <br /> <br />° <br />Twist <br /> <br />° <br />L1 60 - 45 5.272 2 0.6199 0.0003 <br />L2 45 - 30 3.345 2 0.5953 0.0003 <br />L3 30 - 0 1.632 2 0.4755 0.0002 <br /> <br /> <br /> <br /> <br />