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Py 0.612 -0.215 -0.859 2.87 8.16 0.00 CO1 <br />0.612 -0.215 -0.859 2.87 8.16 0.00 CO1 <br />12 2.3 DS1 Px 7.310 -2.537 -1.014 33.81 95.37 0.00 CO24 <br />10 -0.133 1.024 -5.667 -198.12 7.68 0.00 <br />Extremes 6.454 11.552 -0.115 -17.27 131.03 0.00 <br />1.945 9.941 -2.761 -164.01 40.53 0.00 CO24 <br />Mz 2.044 7.272 -1.788 -121.10 48.67 0.00 CO27 <br />0.362 1.024 -1.860 -17.27 7.68 0.00 CO1 <br />My 6.454 8.504 -5.266 -153.42 131.03 0.00 CO10 <br />6.037 11.552 -5.608 -198.12 123.26 0.00 CO11 <br />Mx 0.362 1.024 -1.860 -17.27 7.68 0.00 CO1 <br />6.186 10.355 -5.667 -181.64 125.44 0.00 CO13 <br />Pz -0.133 6.904 -0.115 -109.63 7.75 0.00 CO32 <br />0.362 1.024 -1.860 -17.27 7.68 0.00 CO1 <br />Py 6.037 11.552 -5.608 -198.12 123.26 0.00 CO11 <br />-0.133 6.904 -0.115 -109.63 7.75 0.00 CO32 <br />10 2.3 DS1 Px 6.454 8.504 -5.266 -153.42 131.03 0.00 CO10 <br />Σ 5.317 5.317 -5.142 Support Forces <br />Σ 5.317 5.317 -5.142 Loads <br />Qe LC13 PX [kip]PY [kip]PZ [kip] <br />Sum of loads and sum of support forces <br />10 1.530 2.073 -1.359 -25.76 18.14 0.00 <br />13 Mz 1.165 0.970 -1.344 -6.81 8.27 0.07 <br />14 0.333 0.915 -0.472 -7.06 0.46 0.00 <br />10 My 1.530 2.073 -1.359 -25.76 18.14 0.00 <br />10 1.530 2.073 -1.359 -25.76 18.14 0.00 <br />12 Mx 1.333 0.497 -0.592 -2.05 13.19 0.00 <br />15 0.956 0.861 -1.374 -4.52 6.36 0.00 <br />14 Pz 0.333 0.915 -0.472 -7.06 0.46 0.00 <br />12 1.333 0.497 -0.592 -2.05 13.19 0.00 <br />10 Py 1.530 2.073 -1.359 -25.76 18.14 0.00 <br />14 0.333 0.915 -0.472 -7.06 0.46 0.00 <br />10 Qe LC13 Px 1.530 2.073 -1.359 -25.76 18.14 0.00 <br />Total max/min values with corresponding values <br />15 Qe LC13 0.956 0.861 -1.374 -4.52 6.36 0.00 <br />14 Qe LC13 0.333 0.915 -0.472 -7.06 0.46 0.00 <br />13 Qe LC13 1.165 0.970 -1.344 -6.81 8.27 0.07 <br />12 Qe LC13 1.333 0.497 -0.592 -2.05 13.19 0.00 <br />10 Qe LC13 1.530 2.073 -1.359 -25.76 18.14 0.00 <br />Σ 0.000 0.000 -5.783 Support Forces <br />Σ 0.000 0.000 -5.783 Loads <br />Lr LC12 PX [kip]PY [kip]PZ [kip] <br />Sum of loads and sum of support forces <br />15 -4.265 -5.439 -2.626 105.45 -82.69 0.00 <br />13 Mz 0.649 -5.526 -0.955 87.47 -13.35 0.11 <br />15 -4.265 -5.439 -2.626 105.45 -82.69 0.00 <br />10 My 4.504 7.603 -2.782 -132.98 91.16 0.00 <br />10 4.504 7.603 -2.782 -132.98 91.16 0.00 <br />15 Mx -4.265 -5.439 -2.626 105.45 -82.69 0.00 <br />10 4.504 7.603 -2.782 -132.98 91.16 0.00 <br />14 Pz -4.488 4.538 0.457 -51.40 -50.83 0.00 <br />13 0.649 -5.526 -0.955 87.47 -13.35 0.11 <br />10 Py 4.504 7.603 -2.782 -132.98 91.16 0.00 <br />14 -4.488 4.538 0.457 -51.40 -50.83 0.00 <br />10 Lr LC12 Px 4.504 7.603 -2.782 -132.98 91.16 0.00 <br />Total max/min values with corresponding values <br />15 Lr LC12 -4.265 -5.439 -2.626 105.45 -82.69 0.00 <br />14 Lr LC12 -4.488 4.538 0.457 -51.40 -50.83 0.00 <br />13 Lr LC12 0.649 -5.526 -0.955 87.47 -13.35 0.11 <br />12 Lr LC12 3.600 -1.177 0.122 15.69 47.98 0.00 <br />10 Lr LC12 4.504 7.603 -2.782 -132.98 91.16 0.00 <br />Σ 0.552 2.336 -1.757 Support Forces <br />Σ 0.552 2.336 -1.757 Loads <br />W LC11 PX [kip]PY [kip]PZ [kip] <br />Sum of loads and sum of support forces <br />No.No.Px [kip]Py [kip]Pz [kip]Mx [kipft]My [kipft]Mz [kipft]Cor. Loading <br />Node Loading Support Forces Support Moments Node Comment