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

' Page tnx7'ower J°� Norpro (BU 826263) 16 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 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° ft 104.00 DB809K-XT 2 25.124 2.144 0.005 4261 95.00 RCMDC-3315-PF-48 2 21.167 1.996 0.005 3867 Compression Checks Pole Design Data Section Elevation Size L J. Mir A P„ 41P,, Ratio No. P ft ft ft int lb lb 4)P„ Ll 150.083- TP36.21x30.125x0.188 30.42 0.00 0.0 20.898 -9168.69 1178140.00 0.008 119.666(1) L2 119.666- TP41.314x34.751x0.375 32.83 0.00 0.0 47.519 -17192.60 3453250.00 0.005 92.2497(2) L3 92.2497- TP49.873x39.348x0.5 52.67 0.00 0.0 76.466 -38186.40 5681010.00 0.007 45.6663(3) L4 45.6663-0(4) TP58x47.441x0.625 52.83 0.00 0.0 114.391 -66191.30 8498710.00 0.008 Pole Bending Design Data Section Elevation Size M,,, •M,,, Ratio M„. Wry Ratio No. M,,, Muy St lb ft lb ft „x lb ft lb ft QM,ly LI 150.083- TP36.21x30.125x0.188 194505.00 845175.00 0.230 0.00 845175.00 0.000 119.666(1) L2 119.666- TP41.314x34.751x0.375 626385.83 2805133.33 0.223 0.00 2805133.33 0.000 92.2497(2) L3 92.2497 TP49.873x39.348x0.5 1958391.67 5564008.33 0.352 0.00 5564008.33 0.000 45.6663(3) L4 45.6663-0(4) TP58x47.441x0.625 3967016.67 9957083.33 0.398 0.00 9957083.33 0.000 Pole Shear Design Data Section Elevation Size Actual 4)17,, Ratio Actual •T,, Ratio No. U, 17„ T, T ft lb lb OV,, lb ft lb ft OT, Li 150.083- TP36.21x30.125x0.188 12041.80 589071.00 0.020 9.64 1703825.00 0.000 119.666(1) L2 119.666- TP41.314x34.751x0.375 19342.70 1726620.00 0.011 621.54 5655000.00 0.000 92.2497(2) L3 92.2497- TP49.873x39.348x0.5 34372.60 2840510.00 0.012 2900.15 11216749.33 0.000 45.6663(3) L4 45.6663-0(4) TP58x47.441 x0.625 40791.80 4249360.00 0.010 2898.82 20073000.00 0.000