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<br /> <br /> <br />ttnnxxTToowweerr Job <br />EDINGER AND BRISTOL (BU 845391) <br />Page <br />14 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 /> <br /> Maximum Member Forces <br /> <br />Section <br />No. <br />Elevation <br />ft <br />Component <br />Type <br />Condition Gov. <br />Load <br />Comb. <br />Axial <br /> <br />K <br />Major Axis <br />Moment <br />kip-ft <br />Minor Axis <br />Moment <br />kip-ft <br />L1 60 - 45 Pole Max Tension 56 0.00 -0.00 -0.00 <br /> Max. Compression 52 -11.69 41.87 -72.55 <br /> Max. Mx 44 -11.69 -83.79 -0.01 <br /> Max. My 50 -11.69 -0.02 -83.78 <br /> Max. Vy 44 8.01 -83.79 -0.01 <br /> Max. Vx 38 -8.01 -0.02 83.76 <br /> Max. Torque 17 0.04 <br />L2 45 - 30 Pole Max Tension 1 0.00 0.00 0.00 <br /> Max. Compression 52 -17.06 110.34 -191.05 <br /> Max. Mx 44 -17.06 -220.77 0.11 <br /> Max. My 38 -17.06 -0.03 220.85 <br /> Max. Vy 44 10.39 -200.00 0.11 <br /> Max. Vx 38 -10.39 -0.03 200.08 <br /> Max. Torque 22 -0.10 <br />L3 30 - 0 Pole Max Tension 1 0.00 0.00 0.00 <br /> Max. Compression 52 -22.61 273.38 -473.52 <br /> Max. Mx 44 -22.61 -546.95 0.09 <br /> Max. My 38 -22.61 -0.06 546.98 <br /> Max. Vy 44 11.11 -497.10 0.10 <br /> Max. Vx 38 -11.11 -0.06 497.13 <br /> Max. Torque 24 -0.13 <br /> <br /> <br /> <br /> Maximum Reactions <br /> <br />Location Condition Gov. <br />Load <br />Comb. <br />Vertical <br />K <br />Horizontal, X <br />K <br />Horizontal, Z <br />K <br />Pole Max. Vert 44 22.61 -11.06 0.00 <br /> Max. Hx 56 22.61 11.06 0.00 <br /> Max. Hz 38 22.61 0.00 11.06 <br /> Max. Mx 38 546.98 0.00 11.06 <br /> Max. Mz 44 546.95 -11.06 0.00 <br /> Max. Torsion 12 0.13 -4.73 -8.21 <br /> Min. Vert 53 11.15 5.53 -9.57 <br /> Min. Hx 44 22.61 -11.06 0.00 <br /> Min. Hz 50 22.61 0.00 -11.06 <br /> Min. Mx 50 -546.79 0.00 -11.06 <br /> Min. Mz 56 -546.82 11.06 0.00 <br /> Min. Torsion 24 -0.13 4.73 8.21 <br /> <br /> <br /> <br /> Tower Mast Reaction Summary <br /> <br />Load <br />Combination <br />Vertical <br /> <br />K <br />Shearx <br /> <br />K <br />Shearz <br /> <br />K <br /> Overturning <br />Moment, Mx <br />kip-ft <br /> Overturning <br />Moment, Mz <br />kip-ft <br />Torque <br /> <br />kip-ft <br />Dead Only 16.08 0.00 0.00 -0.08 -0.05 0.00 <br />1.2 Dead+1.0 Wind 0 deg - No <br />Ice <br />19.29 0.00 -9.49 -421.25 -0.06 0.12 <br />0.9 Dead+1.0 Wind 0 deg - No 14.47 0.00 -9.49 -419.96 -0.05 0.12