2731 3%4 N Grand Ave WCC01 - Plan

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June 18, 2025 59 Ft Monopole Tower Structural Analysis CCI BU No 845404 Project Number 42285-845404-2399694-01-STR, Order 705457, Revision 0 Page 18 tnxTower Report - version 8.3.0.5 Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K 12 6.37 -13.85 11.11 -6.37 13.85 -11.11 0.000% 13 6.37 -10.39 11.11 -6.37 10.39 -11.11 0.000% 14 0.05 -13.85 12.81 -0.05 13.85 -12.81 0.000% 15 0.05 -10.39 12.81 -0.05 10.39 -12.81 0.000% 16 -6.29 -13.85 11.07 6.29 13.85 -11.07 0.000% 17 -6.29 -10.39 11.07 6.29 10.39 -11.07 0.000% 18 -10.94 -13.85 6.36 10.94 13.85 -6.36 0.000% 19 -10.94 -10.39 6.36 10.94 10.39 -6.36 0.000% 20 -12.66 -13.85 -0.05 12.66 13.85 0.05 0.000% 21 -12.66 -10.39 -0.05 12.66 10.39 0.05 0.000% 22 -10.98 -13.85 -6.44 10.98 13.85 6.44 0.000% 23 -10.98 -10.39 -6.44 10.98 10.39 6.44 0.000% 24 -6.37 -13.85 -11.11 6.37 13.85 11.11 0.000% 25 -6.37 -10.39 -11.11 6.37 10.39 11.11 0.000% 26 -0.02 -11.54 -4.81 0.02 11.54 4.81 0.000% 27 2.36 -11.54 -4.16 -2.36 11.54 4.16 0.000% 28 4.11 -11.54 -2.39 -4.11 11.54 2.39 0.000% 29 4.76 -11.54 0.02 -4.76 11.54 -0.02 0.000% 30 4.13 -11.54 2.42 -4.13 11.54 -2.42 0.000% 31 2.39 -11.54 4.18 -2.39 11.54 -4.18 0.000% 32 0.02 -11.54 4.81 -0.02 11.54 -4.81 0.000% 33 -2.36 -11.54 4.16 2.36 11.54 -4.16 0.000% 34 -4.11 -11.54 2.39 4.11 11.54 -2.39 0.000% 35 -4.76 -11.54 -0.02 4.76 11.54 0.02 0.000% 36 -4.13 -11.54 -2.42 4.13 11.54 2.42 0.000% 37 -2.39 -11.54 -4.18 2.39 11.54 4.18 0.000% 38 0.00 -16.31 -4.56 0.00 16.31 4.56 0.000% 39 0.00 -7.93 -4.56 0.00 7.93 4.56 0.000% 40 2.28 -16.31 -3.95 -2.28 16.31 3.95 0.000% 41 2.28 -7.93 -3.95 -2.28 7.93 3.95 0.000% 42 3.95 -16.31 -2.28 -3.95 16.31 2.28 0.000% 43 3.95 -7.93 -2.28 -3.95 7.93 2.28 0.000% 44 4.56 -16.31 0.00 -4.56 16.31 0.00 0.000% 45 4.56 -7.93 0.00 -4.56 7.93 0.00 0.000% 46 3.95 -16.31 2.28 -3.95 16.31 -2.28 0.000% 47 3.95 -7.93 2.28 -3.95 7.93 -2.28 0.000% 48 2.28 -16.31 3.95 -2.28 16.31 -3.95 0.000% 49 2.28 -7.93 3.95 -2.28 7.93 -3.95 0.000% 50 0.00 -16.31 4.56 0.00 16.31 -4.56 0.000% 51 0.00 -7.93 4.56 0.00 7.93 -4.56 0.000% 52 -2.28 -16.31 3.95 2.28 16.31 -3.95 0.000% 53 -2.28 -7.93 3.95 2.28 7.93 -3.95 0.000% 54 -3.95 -16.31 2.28 3.95 16.31 -2.28 0.000% 55 -3.95 -7.93 2.28 3.95 7.93 -2.28 0.000% 56 -4.56 -16.31 0.00 4.56 16.31 0.00 0.000% 57 -4.56 -7.93 0.00 4.56 7.93 0.00 0.000% 58 -3.95 -16.31 -2.28 3.95 16.31 2.28 0.000% 59 -3.95 -7.93 -2.28 3.95 7.93 2.28 0.000% 60 -2.28 -16.31 -3.95 2.28 16.31 3.95 0.000% 61 -2.28 -7.93 -3.95 2.28 7.93 3.95 0.000% Non-Linear Convergence Results Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00010199 3 Yes 4 0.00000001 0.00006271 4 Yes 4 0.00000001 0.00089916 5 Yes 4 0.00000001 0.00054163 6 Yes 4 0.00000001 0.00097654 7 Yes 4 0.00000001 0.00059118 8 Yes 4 0.00000001 0.00020510 9 Yes 4 0.00000001 0.00012727 10 Yes 4 0.00000001 0.00082500