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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 17 <br />tnxTower Report - version 8.3.0.5 <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 />Service <br />1.2 Dead+1.0 Ev+1.0 Eh 0 <br />deg <br />16.31 0.00 -4.56 -246.39 -1.14 -0.01 <br />0.9 Dead-1.0 Ev+1.0 Eh 0 <br />deg <br />7.93 0.00 -4.56 -242.52 -0.83 -0.01 <br />1.2 Dead+1.0 Ev+1.0 Eh 30 <br />deg <br />16.31 2.28 -3.95 -213.51 -123.85 -0.00 <br />0.9 Dead-1.0 Ev+1.0 Eh 30 <br />deg <br />7.93 2.28 -3.95 -210.12 -121.74 -0.00 <br />1.2 Dead+1.0 Ev+1.0 Eh 60 <br />deg <br />16.31 3.95 -2.28 -123.68 -213.67 0.00 <br />0.9 Dead-1.0 Ev+1.0 Eh 60 <br />deg <br />7.93 3.95 -2.28 -121.62 -210.24 0.00 <br />1.2 Dead+1.0 Ev+1.0 Eh 90 <br />deg <br />16.31 4.56 0.00 -0.98 -246.55 0.01 <br />0.9 Dead-1.0 Ev+1.0 Eh 90 <br />deg <br />7.93 4.56 0.00 -0.71 -242.64 0.01 <br />1.2 Dead+1.0 Ev+1.0 Eh 120 <br />deg <br />16.31 3.95 2.28 121.73 -213.67 0.01 <br />0.9 Dead-1.0 Ev+1.0 Eh 120 <br />deg <br />7.93 3.95 2.28 120.19 -210.24 0.01 <br />1.2 Dead+1.0 Ev+1.0 Eh 150 <br />deg <br />16.31 2.28 3.95 211.55 -123.85 0.01 <br />0.9 Dead-1.0 Ev+1.0 Eh 150 <br />deg <br />7.93 2.28 3.95 208.69 -121.74 0.01 <br />1.2 Dead+1.0 Ev+1.0 Eh 180 <br />deg <br />16.31 0.00 4.56 244.43 -1.14 0.01 <br />0.9 Dead-1.0 Ev+1.0 Eh 180 <br />deg <br />7.93 0.00 4.56 241.09 -0.83 0.01 <br />1.2 Dead+1.0 Ev+1.0 Eh 210 <br />deg <br />16.31 -2.28 3.95 211.55 121.57 0.00 <br />0.9 Dead-1.0 Ev+1.0 Eh 210 <br />deg <br />7.93 -2.28 3.95 208.69 120.07 0.00 <br />1.2 Dead+1.0 Ev+1.0 Eh 240 <br />deg <br />16.31 -3.95 2.28 121.73 211.39 -0.00 <br />0.9 Dead-1.0 Ev+1.0 Eh 240 <br />deg <br />7.93 -3.95 2.28 120.19 208.58 -0.00 <br />1.2 Dead+1.0 Ev+1.0 Eh 270 <br />deg <br />16.31 -4.56 0.00 -0.98 244.27 -0.01 <br />0.9 Dead-1.0 Ev+1.0 Eh 270 <br />deg <br />7.93 -4.56 0.00 -0.71 240.97 -0.01 <br />1.2 Dead+1.0 Ev+1.0 Eh 300 <br />deg <br />16.31 -3.95 -2.28 -123.68 211.39 -0.01 <br />0.9 Dead-1.0 Ev+1.0 Eh 300 <br />deg <br />7.93 -3.95 -2.28 -121.62 208.58 -0.01 <br />1.2 Dead+1.0 Ev+1.0 Eh 330 <br />deg <br />16.31 -2.28 -3.95 -213.51 121.57 -0.01 <br />0.9 Dead-1.0 Ev+1.0 Eh 330 <br />deg <br />7.93 -2.28 -3.95 -210.12 120.07 -0.01 <br /> <br /> <br /> Solution Summary <br /> <br /> <br />Load <br />Comb. <br />Sum of Applied Forces Sum of Reactions <br />% Error PX <br />K <br />PY <br />K <br />PZ <br />K <br />PX <br />K <br />PY <br />K <br />PZ <br />K <br />1 0.00 -11.54 0.00 0.00 11.54 0.00 0.000% <br />2 -0.05 -13.85 -12.81 0.05 13.85 12.81 0.000% <br />3 -0.05 -10.39 -12.81 0.05 10.39 12.81 0.000% <br />4 6.29 -13.85 -11.07 -6.29 13.85 11.07 0.000% <br />5 6.29 -10.39 -11.07 -6.29 10.39 11.07 0.000% <br />6 10.94 -13.85 -6.36 -10.94 13.85 6.36 0.000% <br />7 10.94 -10.39 -6.36 -10.94 10.39 6.36 0.000% <br />8 12.66 -13.85 0.05 -12.66 13.85 -0.05 0.000% <br />9 12.66 -10.39 0.05 -12.66 10.39 -0.05 0.000% <br />10 10.98 -13.85 6.44 -10.98 13.85 -6.44 0.000% <br />11 10.98 -10.39 6.44 -10.98 10.39 -6.44 0.000%