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March 08, 2022 <br /> 130 Ft Monopole Tower Structural Analysis CCI BU No 815285 <br /> Project Number 2084453, Order 607190, Revision 1 Page 33 <br /> Sum of Applied Forces Sum of Reactions <br /> Load PX PY PZ PX PY PZ %Error <br /> Comb. K K K K K K <br /> 36 -2.972 -66.819 -0.000 2.972 66.819 0.000 0.000% <br /> 37 -2.574 -66.819 -1.485 2.574 66.819 1.485 0.000% <br /> 38 -1.487 -66.819 -2.572 1.487 66.819 2.572 0.000% <br /> 39 -0.002 -39.416 -6.803 0.002 39.416 6.803 0.000% <br /> 40 3.405 -39.416 -5.891 -3.405 39.416 5.891 0.000% <br /> 41 5.899 -39.416 -3.400 -5.899 39.416 3.400 0.000% <br /> 42 6.813 -39.416 0.002 -6.813 39.416 -0.002 0.000%. <br /> 43 5.901 -39.416 3.403 -5.901 39.416 -3.403 0.000% <br /> 44 3.477 -39.416 6.013 -3.477 39.416 -6.013 0.000% <br /> 45 0.002 -39.416 6.803 -0.002 39.416 -6.803 0.000% <br /> 46 -3.405 -39.416 5.891 3.405 39.416 -5.891 0.000% <br /> 47 -5.899 -39.416 3.400 5.899 39.416 -3.400 0.000% <br /> 48 -6.813 -39.416 -0.002 6.813 39.416 0.002 0.000% <br /> 49 -5.901 -39.416 -3.403 5.901 39.416 3.403 0.000% <br /> 50 -3.477 -39.416 -6.013 3.477 39.416 6.013 0.000% <br /> 51 0.000 -55.181 -7.122 -0.000 55.181 7.122 0.000% <br /> 52 0.000 -27.593 -7.122 0.000 27.593 7.122 0.000% <br /> 53 3.561 -55.181 -6.168 -3.561 55.181 6.168 0.000% <br /> 54 3.561 -27.593 -6.168 -3.561 27.593 6.168 0.000% <br /> 55 6.168 -55.181 -3.561 -6.168 55.181 3.561 0.000% <br /> 56 6.168 -27.593 -3.561 -6.168 27.593 3.561 0.000% <br /> 57 7.122 -55.181 0.000 -7.122 55.181 0.000 0.000% <br /> 58 7.122 -27.593 0.000 -7.122 27.593 0.000 0.000% <br /> 59 6.168 -55.181 3.561 -6.168 55.181 -3.561 0.000% <br /> 60 6.168 -27.593 3.561 -6.168 27.593 -3.561 0.000% <br /> 61 3.561 -55.181 6.168 -3.561 55.181 -6.168 0.000% <br /> 62 3.561 -27.593 6.168 -3.561 27.593 -6.168 0.000% <br /> 63 0.000 -55.181 7.122 -0.000 55.181 -7.122 0.000% <br /> 64 0.000 -27.593 7.122 0.000 27.593 -7.122 0.000% <br /> 65 -3.561 -55.181 6.168 3.561 55.181 -6.168 0.000% <br /> 66 -3.561 -27.593 6.168 3.561 27.593 -6.168 0.000% <br /> 67 -6.168 -55.181 3.561 6.168 55.181 -3.561 0.000% <br /> 68 -6.168 -27.593 3.561 6.168 27.593 -3.561 0.000% <br /> 69 -7.122 -55.181 0.000 7.122 55.181 0.000 0.000% <br /> 70 -7.122 -27.593 0.000 7.122 27.593 0.000 0.000% <br /> 71 -6.168 -55.181 -3.561 6.168 11 <br /> 55.181 3.561 0.000% <br /> 72 -6.168 -27.593 -3.561 6.168 27.593 3.561 0.000% <br /> 73 -3.561 -55.181 -6.168 3.561 55.181 6.168 0.000% <br /> 74 -3.561 -27.593 -6.168 3.561 27.593 6.168 0.000% <br /> Non-Linear Convergence Results <br /> Load Converged? Number Displacement Force <br /> Combination of Cycles Tolerance Tolerance <br /> 1 Yes 4 0.00000001 0.00000001 <br /> 2 Yes 4 0.00000001 0.00091453 <br /> 3 Yes 4 0.00000001 0.00062067 <br /> 4 Yes 5 0.00000001 0.00099424 <br /> 5 Yes 5 0.00000001 0.00050085 <br /> 6 Yes 5 0.00000001 0.00096966 <br /> 7 Yes 5 0.00000001 0.00048769 <br /> 8 Yes 4 0.00000001 0.00034575 <br /> 9 Yes 4 0.00000001 0.00018501 <br /> 10 Yes 5 0.00000001 0.00095981 <br /> 11 Yes 5 0.00000001 0.00048267 <br /> 12 Yes 6 0.00000001 0.00005629 <br /> 13 Yes 5 0.00000001 0.00050938 <br /> 14 Yes 4 0.00000001 0.00094311 <br /> 15 Yes 4 0.00000001 0.00064088 <br /> 16 Yes 5 0.00000001 0.00095364 <br /> 17 Yes 5 0.00000001 0.00047997 <br /> 18 Yes 5 0.00000001 0.00097925 <br /> 19 Yes 5 0.00000001 0.00049351 <br /> 20 Yes 4 0.00000001 0.00036478 <br /> 21 Yes 4 0.00000001 0.00020212 <br /> tnxTower Report-version 8.1.1.0 <br />