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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 32 <br /> Load Vertical Shear, Shear2 Overturning Overturning Torque <br /> Combination Moment,M, Moment,M: <br /> K K K kip-ft kip-ft kip-ft <br /> deg <br /> 1.2 Dead+1.0 Ev+1.0 Eh 180 55.181 0.000 7.122 757.400 -1.266 -0.001 <br /> deg <br /> 0.9 Dead-1.0 Ev+1.0 Eh 180 27.593 0.000 7.122 736.308 -0.924 -0.001 <br /> deg <br /> 1.2 Dead+1.0 Ev+1.0 Eh 210 55.181 -3.561 6.168 655.854 377.751 0.001 <br /> deg <br /> 0.9 Dead-1.0 Ev+1.0 Eh 210 27.593 -3.561 6.168 637.601 367.458 0.001 <br /> deg <br /> 1.2 Dead+1.0 Ev+1.0 Eh 240 55.181 -6.168 3.561 378.394 655.210 0.003 <br /> deg <br /> 0.9 Dead-1.0 Ev+1.0 Eh 240 27.593 -6.168 3.561 367.926 637.132 0.002 <br /> deg <br /> 1.2 Dead+1.0 Ev+1.0 Eh 270 55.181 -7.122 0.000 -0.623 756.756 0.004 <br /> deg <br /> 0.9 Dead-1.0 Ev+1.0 Eh 270 27.593 -7.122 0.000 -0.456 735.839 0.003 <br /> deg <br /> 1.2 Dead+1.0 Ev+1.0 Eh 300 55.181 -6.168 -3.561 -379.639 655.210 0.004 <br /> deg <br /> 0.9 Dead-1.0 Ev+1.0 Eh 300 27.593 -6.168 -3.561 -368.838 637.132 0.003 <br /> deg <br /> 1.2 Dead+1.0 Ev+1.0 Eh 330 55.181 -3.561 -6.168 -657.099 377.751 0.003 <br /> deg <br /> 0.9 Dead-1.0 Ev+1.0 Eh 330 27.593 -3.561 -6.168 -638.513 367.458 0.002 <br /> deg <br /> Solution Summary <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 /> 1 0.000 -39.416 0.000 0.000 39.416 0.000 0.000% <br /> 2 -0.005 -47.299 -19.259 0.005 47.299 19.259 0.000% <br /> 3 -0.005 -35.474 -19.259 0.005 35.474 19.259 0.000% <br /> 4 9.639 -47.299 -16.676 -9.639 47.299 16.676 0.000% <br /> 5 9.639 -35.474 -16.676 -9.639 35.474 16.676 0.000% <br /> 6 16.700 -47.299 -9.625 -16.700 47.299 9.625 0.000% <br /> 7 16.700 -35.474 -9.625 -16.700 35.474 9.625 0.000% <br /> 8 19.286 -47.299 0.005 -19.286 47.299 -0.005 0.000% <br /> 9 19.286 -35.474 0.005 -19.286 35.474 -0.005 0.000% <br /> 10 16.705 -47.299 9.634 -16.705 47.299 -9.634 0.000% <br /> 11 16.705 -35.474 9.634 -16.705 35.474 -9.634 0.000% <br /> 12 9.844 -47.299 17.022 -9.844 47.299 -17.022 0.000% <br /> 13 9.844 -35.474 17.022 -9.844 35.474 -17.022 0.000% <br /> 14 0.005 -47.299 19.259 -0.005 47.299 -19.259 0.000% <br /> 15 0.005 -35.474 19.259 -0.005 35.474 -19.259 0.000% <br /> 16 -9.639 -47.299 16.676 9.639 47.299 -16.676 0.000% <br /> 17 -9.639 -35.474 16.676 9.639 35.474 -16.676 0.000% <br /> 18 -16.700 -47.299 9.625 16.700 47.299 -9.625 0.000% <br /> 19 -16.700 -35.474 9.625 16.700 35.474 -9.625 0.000% <br /> 20 -19.286 -47.299 -0.005 19.286 47.299 0.005 0.000% <br /> 21 -19.286 -35.474 -0.005 19.286 35.474 0.005 0.000% <br /> 22 -16.705 -47.299 -9.634 16.705 47.299 9.634 0.000% <br /> 23 -16.705 -35.474 -9.634 16.705 35.474 9.634 0.000% <br /> 24 -9.844 -47.299 -17.022 9.844 47.299 17.022 0.000% <br /> 25 -9.844 -35.474 -17.022 9.844 35.474 17.022 0.000% <br /> 26 0.000 -66.819 0.000 -0.000 66.819 0.000 0.000% <br /> 27 -0.000 -66.819 -2.969 0.000 66.819 2.970 0.000% <br /> 28 1.486 -66.819 -2.571 -1.486 66.819 2.571 0.000% <br /> 29 2.574 -66.819 -1.484 -2.574 66.819 1.484 0.000% <br /> 30 2.972 -66.819 0.000 -2.972 66.819 -0.000 0.000% <br /> 31 2.574 -66.819 1.485 -2.574 66.819 -1.485 0.000% <br /> 32 1.487 -66.819 2.572 -1.487 66.819 -2.572 0.000% <br /> 33 0.000 -66.819 2.969 -0.000 66.819 -2.970 0.000% <br /> 34 -1.486 -66.819 2.571 1.486 66.819 -2.571 0.000% <br /> 35 -2.574 -66.819 1.484 2.574 66.819 -1.484 0.000% <br /> tnxTower Report-version 8.1.1.0 <br />