Laserfiche WebLink
<br /> <br /> <br />ttnnxxTToowweerr Job <br />EDINGER AND BRISTOL (BU 845391) <br />Page <br />20 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 /> Critical Deflections and Radius of Curvature - Design 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 2 5.142 0.6195 0.0003 80800 <br />57.50 CCISeismic Tower Section 1 - 1 2 4.948 0.6190 0.0003 80800 <br />55.00 CCISeismic miscl Safety Line 3/8 <br />From 0 to 60 (50ft to60ft) <br />2 4.625 0.6175 0.0003 80800 <br />54.50 CCISeismic 123ewireless <br />123-171-XX(5/16) From 0 to 59 <br />(50ft to59ft) <br />2 4.560 0.6171 0.0003 73455 <br />50.00 CCISeismic Tower Section 1 - 2 2 3.981 0.6108 0.0003 40400 <br />48.00 APXVAALL24_43-U-NA20_TMO <br />w/ Mount Pipe <br />2 3.726 0.6059 0.0003 32683 <br />45.00 CCISeismic miscl Safety Line 3/8 <br />From 0 to 60 (40ft to50ft) <br />2 3.345 0.5953 0.0003 19571 <br />44.00 CCISeismic (3) rfs celwave <br />HB158-21U6S24-xxM_TMO(1-5/8) <br />From 0 to 48 (40ft to48ft) <br />2 3.219 0.5907 0.0003 15744 <br />42.50 CCISeismic Tower Section 2 - 1 2 3.032 0.5830 0.0003 11499 <br />36.00 MX08FRO665-21 w/ Mount Pipe 2 2.255 0.5363 0.0003 4752 <br />35.00 CCISeismic Tower Section 2 - 2 2 2.144 0.5273 0.0003 4353 <br />33.00 CCISeismic cui <br />CU12PSM9P8XXX(1-3/8) From 0 <br />to 36 (30ft to36ft) <br />2 1.929 0.5079 0.0003 3750 <br />25.00 CCISeismic Tower Section 3 - 1 2 1.211 0.4129 0.0002 3680 <br />15.00 CCISeismic Tower Section 3 - 2 2 0.596 0.2623 0.0001 6133 <br />5.00 CCISeismic Tower Section 3 - 3 2 0.177 0.0899 0.0000 18399 <br /> <br /> <br /> Compression Checks <br /> <br /> <br /> Pole Design Data <br /> <br />Section <br />No. <br />Elevation <br /> <br />ft <br />Size <br /> <br />L <br /> <br />ft <br />Lu <br /> <br />ft <br />Kl/r <br /> <br />A <br /> <br />in2 <br />Pu <br /> <br />K <br />Pn <br /> <br />K <br />Ratio <br />Pu <br />Pn <br />L1 60 - 45 (1) TP33.2x33.2x0.25 15.00 0.00 0.0 26.5247 -11.69 859.40 0.014 <br />L2 45 - 30 (2) TP33.2x33.2x0.25 15.00 0.00 0.0 26.5247 -17.06 859.40 0.020 <br />L3 30 - 0 (3) TP37.7x33.2x0.2813 30.00 0.00 0.0 33.8874 -22.61 1097.95 0.021 <br /> <br /> <br /> <br /> Pole Bending Design Data <br /> <br />Section <br />No. <br />Elevation <br /> <br />ft <br />Size <br /> <br />Mux <br /> <br />kip-ft <br />Mnx <br /> <br />kip-ft <br />Ratio <br />Mux <br />Mnx <br />Muy <br /> <br />kip-ft <br />Mny <br /> <br />kip-ft <br />Ratio <br />Muy <br />Mny <br />L1 60 - 45 (1) TP33.2x33.2x0.25 83.79 682.87 0.123 0.00 682.87 0.000 <br />L2 45 - 30 (2) TP33.2x33.2x0.25 220.85 682.87 0.323 0.00 682.87 0.000 <br />L3 30 - 0 (3) TP37.7x33.2x0.2813 547.00 987.33 0.554 0.00 987.33 0.000 <br /> <br /> <br />