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June 18, 2025 <br />59 Ft Monopole Tower Structural Analysis CCI BU No 845404 <br />Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 15 <br />tnxTower Report - version 8.3.0.5 <br />Comb. <br />No. <br />Description <br />42 1.2 Dead+1.0 Ev+1.0 Eh 60 deg <br />43 0.9 Dead-1.0 Ev+1.0 Eh 60 deg <br />44 1.2 Dead+1.0 Ev+1.0 Eh 90 deg <br />45 0.9 Dead-1.0 Ev+1.0 Eh 90 deg <br />46 1.2 Dead+1.0 Ev+1.0 Eh 120 deg <br />47 0.9 Dead-1.0 Ev+1.0 Eh 120 deg <br />48 1.2 Dead+1.0 Ev+1.0 Eh 150 deg <br />49 0.9 Dead-1.0 Ev+1.0 Eh 150 deg <br />50 1.2 Dead+1.0 Ev+1.0 Eh 180 deg <br />51 0.9 Dead-1.0 Ev+1.0 Eh 180 deg <br />52 1.2 Dead+1.0 Ev+1.0 Eh 210 deg <br />53 0.9 Dead-1.0 Ev+1.0 Eh 210 deg <br />54 1.2 Dead+1.0 Ev+1.0 Eh 240 deg <br />55 0.9 Dead-1.0 Ev+1.0 Eh 240 deg <br />56 1.2 Dead+1.0 Ev+1.0 Eh 270 deg <br />57 0.9 Dead-1.0 Ev+1.0 Eh 270 deg <br />58 1.2 Dead+1.0 Ev+1.0 Eh 300 deg <br />59 0.9 Dead-1.0 Ev+1.0 Eh 300 deg <br />60 1.2 Dead+1.0 Ev+1.0 Eh 330 deg <br />61 0.9 Dead-1.0 Ev+1.0 Eh 330 deg <br /> <br /> <br /> Maximum Member Forces <br /> <br />Sectio <br />n <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 59 - 19.9167 Pole Max Tension 2 0.00 0.00 -0.00 <br /> Max. Compression 54 -12.38 116.15 -66.74 <br /> Max. Mx 8 -10.19 -371.78 -0.58 <br /> Max. My 2 -10.18 0.42 376.55 <br /> Max. Vy 8 12.05 -371.78 -0.58 <br /> Max. Vx 2 -12.20 0.42 376.55 <br /> Max. Torque 23 -1.21 <br />L2 19.9167 - 0 Pole Max Tension 1 0.00 0.00 0.00 <br /> Max. Compression 54 -16.31 211.39 -121.73 <br /> Max. Mx 8 -13.84 -668.64 -1.71 <br /> Max. My 2 -13.84 1.54 677.08 <br /> Max. Vy 8 12.67 -668.64 -1.71 <br /> Max. Vx 2 -12.82 1.54 677.08 <br /> Max. Torque 23 -1.20 <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 16.31 -4.56 0.00 <br /> Max. Hx 20 13.85 12.66 0.05 <br /> Max. Hz 2 13.85 0.05 12.81 <br /> Max. Mx 2 677.08 0.05 12.81 <br /> Max. Mz 8 668.64 -12.66 -0.05 <br /> Max. Torsion 11 1.20 -10.98 -6.44 <br /> Min. Vert 55 7.93 3.95 -2.28 <br /> Min. Hx 8 13.85 -12.66 -0.05 <br /> Min. Hz 14 13.85 -0.05 -12.81 <br /> Min. Mx 14 -675.15 -0.05 -12.81 <br /> Min. Mz 20 -666.39 12.66 0.05 <br /> Min. Torsion 23 -1.20 10.98 6.44 <br /> <br /> <br /> <br /> Tower Mast Reaction Summary