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• <br /> Page <br /> tnxTower Job 85660.010.01-Lowell, WA(BU#815285) 12 of 15 <br /> B+T Group Project Date <br /> 1717 S.Boulder,Suite 300 17:39:55 05/15/18 <br /> Tulsa,OK 74119 Client Designed by <br /> Phone:(918)587-4630 Crown Castle <br /> FAX:(918)295-0265 Rakshak <br /> Load Vertical Shear Shear Overturning Overturning Torque <br /> Combination Moment,M Moment,M <br /> K K K kip ft kip ft kip ft <br /> Dead+Wind 330 deg-Service 34.981 -3.312 -5.709 -502.967 290.534 0.005 <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 -34.981 0.000 0.000 34.981 0.000 0.000% <br /> 2 -0.065 -41.978 -23.623 0.065 41.978 23.623 0.000% <br /> 3 -0.065 -31.483 -23.623 0.065 31.483 23.623 0.000% <br /> 4 11.772 -41.978 -20.425 -11.772 41.978 20.425 0.000% <br /> 5 11.772 -31.483 -20.425 -11.772 31.483 20.425 0.000% <br /> 6 20.657 -41.978 -11.872 -20.657 41.978 11.872 0.000% <br /> 7 20.657 -31.483 -11.872 -20.657 31.483 11.872 0.000% <br /> 8 24.438 -41.978 0.065 -24.438 41.978 -0.065 0.000% <br /> 9 24.438 -31.483 0.065 -24.438 31.483 -0.065 0.000% <br /> 10 20.520 -41.978 11.868 -20.520 41.978 -11.868 0.000% <br /> 11 20.520 -31.483 11.868 -20.520 31.483 -11.868 0.000% <br /> 12 11.885 -41.978 20.491 -11.885 41.978 -20.491 0.000% <br /> 13 11.885 -31.483 20.491 -11.885 31.483 -20.491 0.000% <br /> 14 0.065 -41.978 23.623 -0.065 41.978 -23.623 0.000% <br /> 15 0.065 -31.483 23.623 -0.065 31.483 -23.623 0.000% <br /> 16 -11.772 -41.978 20.425 11.772 41.978 -20.425 0.000% <br /> 17 -11.772 -31.483 20.425 11.772 31.483 -20.425 0.000% <br /> 18 -20.657 -41.978 11.872 20.657 41.978 -11.872 0.000% <br /> 19 -20.657 -31.483 11.872 20.657 31.483 -11.872 0.000% <br /> 20 -24.438 -41.978 -0.065 24.438 41.978 0.065 0.000% <br /> 21 -24.438 -31.483 -0.065 24.438 31.483 0.065 0.000% <br /> 22 -20.520 -41.978 -11.868 20.520 41.978 11.868 0.000% <br /> 23 -20.520 -31.483 -11.868 20.520 31.483 11.868 0.000% <br /> 24 -11.885 -41.978 -20.491 11.885 41.978 20.491 0.000% <br /> 25 -11.885 -31.483 -20.491 11.885 31.483 20.491 0.000% <br /> 26 -0.018 -34.981 -6.582 0.018 34.981 6.582 0.000% <br /> 27 3.280 -34.981 -5.691 -3.280 34.981 5.691 0.000% <br /> 28 5.756 -34.981 -3.308 -5.756 34.981 3.308 0.000% <br /> 29 6.809 -34.981 0.018 -6.809 34.981 -0.018 0.000% <br /> 30 5.718 -34.981 3.307 -5.718 34.981 -3.307 0.000% <br /> 31 3.312 -34.981 5.709 -3.312 34.981 -5.709 0.000% <br /> 32 0.018 -34.981 6.582 -0.018 34.981 -6.582 0.000% <br /> 33 -3.280 -34.981 5.691 3.280 34.981 -5.691 0.000% <br /> 34 -5.756 -34.981 3.308 5.756 34.981 -3.308 0.000% <br /> 35 -6.809 -34.981 -0.018 6.809 34.981 0.018 0.000% <br /> 36 -5.718 -34.981 -3.307 5.718 34.981 3.307 0.000% <br /> 37 -3.312 -34.981 -5.709 3.312 34.981 5.709 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 0.00080336 <br /> 3 Yes 4 0.00000001 0.00052178 <br /> 4 Yes 5 0.00000001 0.00065329 <br />