9910 EVERGREEN WAY BUZZ INN STEAKHOUSE 2025-09-11

February 28, 2022 96 Ft Monopole Tower Structural Analysis CC/BU No 880407 Project Number 2078679, Order 601554, Revision 0 Page 23 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 36 -1.19 -18.20 0.01 1.19 18.20 -0.01 0.000% 37 -1.03 -18.20 -0.58 1.03 18.20 0.58 0.000% 38 -0.59 -1820 -1.02 0.59 18.20 1.02 0.000% 39 0.04 -10.23 -2.45 -0.04 10.23 2.45 0.000% 40 1.26 -10.23 -2.13 -1.26 10.23 2.13 0.000% 41 2.15 -10.23 -1.24 -2.15 10.23 1.24 0.000% 42 247 -10.23 -0.03 -2.47 10.23 0.03 0.000% 43 2.14 -10.23 1.19 -2.14 10.23 -1.19 0.000% 44 1.21 -10.23 2.11 -121 10.23 -2.11 0.000% 45 -0.03 -10.23 2.45 0.03 10.23 -2.45 0.000% 46 -1.25 -10.23 2.12 1.25 10.23 -2.12 0.000% 47 -2.14 -10.23 1.23 2.14 10.23 -1.23 0.000% 48 -2.46 -10.23 0.02 2.46 10.23 -0.02 0.000% 49 -2.13 -10.23 -1.20 2.13 10.23 1.20 0.000% 50 -1.22 -10.23 -2.11 1.22 10.23 2.11 0.000% 51 0.00 -14.16 -1.49 0.00 14.16 1.49 0.000% 52 0.00 -7.32 -1.49 0.00 7.32 1.49 0.000% 53 0.74 -14.16 -1.29 -0.74 14.16 1.29 0.000% 54 0.74 -7.32 -1.29 -0.74 7.32 1.29 0.000% 55 1.29 -14.16 -0.74 -1.29 14.16 0.74 0.000% 56 1.29 -7.32 -0.74 -1.29 7.32 0.74 0.000% 57 1.49 -14.16 0.00 -1.49 14.16 0.00 0.000% 58 1.49 -7.32 0.00 -1.49 7.32 0.00 0.000% 59 1.29 -14.16 0.74 -1.29 14.16 -0.74 0.000% 60 1.29 -7.32 0.74 -1.29 7.32 -0.74 0.000% 61 0.74 -14.16 1.29 -0.74 14.16 -1.29 0.000% 62 0.74 -7.32 1.29 -0.74 7.32 -1.29 0.000% 63 0.00 -14.16 1.49 0.00 14.16 -1.49 0.000% 64 0.00 -7.32 1.49 0.00 7.32 -1.49 0.000% 65 -0.74 -14.16 1.29 0.74 14.16 -1.29 0.000% 66 -0.74 -7.32 1.29 0.74 7.32 -1.29 0.000% 67 -1.29 -14.16 0.74 1.29 14.16 -0.74 0.000% 68 -1.29 -7.32 0.74 1.29 7.32 -0.74 0.000% 69 -1.49 -14.16 0.00 1.49 14.16 0.00 0.000% 70 -1.49 -7.32 0.00 1.49 7.32 0.00 0.000% 71 -1.29 -14.16 -0.74 1.29 14.16 0.74 0.000% 72 -1.29 -7.32 -0.74 1.29 7.32 0.74 0.000% 73 -0.74 -14.16 -1.29 0.74 14.16 1.29 0.000% 74 -0.74 -7.32 -1.29 0.74 7.32 1 29 0.000% Non-Linear Conver ence Results Load Converged? Number Displacement Force Combination of_Cycles Tolerance _ Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 6 0.00000001 0.00017747 3 Yes 5 0.00000001 0.00062813 4 Yes 8 0.00000001 0.00020655 5 Yes 7 0.00000001 0.00037099 6 Yes 8 0.00000001 0.00020965 7 Yes 7 0,00000001 0.00037733 8 Yes 6 0.00000001 0.00041450 9 Yes 6 0.00000001 0.00014130 10 Yes 8 0.00000001 0.00020264 11 Yes 7 0.00000001 0.00036616 12 Yes 8 0.00000001 0,00019882 13 Yes 7 0.00000001 0.00035829 14 Yes 6 0.00000001 0.00072599 15 Yes 6 0.00000001 0.00025002 16 Yes 8 0.00000001 0.00021116 17 Yes 7 0.00000001 0.00038034 18 Yes 8 0.00000001 0,00020556 19 Yes 7 0.00000001 0.00036923 20 Yes 6 0.00000001 0.00031566 21 Yes 6 0.00000001 0.00010538 tnxTower Report-version 8.1.1.0