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6 W LC6 1.038 1.471 0.288 -18.10 11.66 0.00 <br />1 W LC6 -1.607 1.063 -0.684 -19.45 -31.43 0.00 <br />Σ 0.000 0.000 -1.436 Support Forces <br />Σ 0.000 0.000 -1.436 Loads <br />S LC3 PX [kip]PY [kip]PZ [kip] <br />Sum of loads and sum of support forces <br />7 -1.058 -1.452 0.192 17.89 -13.04 0.00 <br />1 Mz -2.366 1.440 -0.921 -26.45 -43.46 0.00 <br />1 -2.366 1.440 -0.921 -26.45 -43.46 0.00 <br />8 My 2.363 -1.614 -0.896 29.64 43.39 0.00 <br />1 -2.366 1.440 -0.921 -26.45 -43.46 0.00 <br />8 Mx 2.363 -1.614 -0.896 29.64 43.39 0.00 <br />1 -2.366 1.440 -0.921 -26.45 -43.46 0.00 <br />7 Pz -1.058 -1.452 0.192 17.89 -13.04 0.00 <br />8 2.363 -1.614 -0.896 29.64 43.39 0.00 <br />6 Py 1.061 1.626 0.189 -20.04 13.08 0.00 <br />1 -2.366 1.440 -0.921 -26.45 -43.46 0.00 <br />8 S LC3 Px 2.363 -1.614 -0.896 29.64 43.39 0.00 <br />Total max/min values with corresponding values <br />8 S LC3 2.363 -1.614 -0.896 29.64 43.39 0.00 <br />7 S LC3 -1.058 -1.452 0.192 17.89 -13.04 0.00 <br />6 S LC3 1.061 1.626 0.189 -20.04 13.08 0.00 <br />1 S LC3 -2.366 1.440 -0.921 -26.45 -43.46 0.00 <br />Σ 0.000 0.000 -2.931 Support Forces <br />Σ 0.000 0.000 -2.931 Loads <br />D LC2 PX [kip]PY [kip]PZ [kip] <br />Sum of loads and sum of support forces <br />1 -0.355 0.216 -1.020 -3.97 -6.51 0.00 <br />7 Mz -0.162 -0.224 -0.447 2.76 -2.00 0.00 <br />1 -0.355 0.216 -1.020 -3.97 -6.51 0.00 <br />8 My 0.354 -0.243 -1.017 4.46 6.50 0.00 <br />1 -0.355 0.216 -1.020 -3.97 -6.51 0.00 <br />8 Mx 0.354 -0.243 -1.017 4.46 6.50 0.00 <br />1 -0.355 0.216 -1.020 -3.97 -6.51 0.00 <br />6 Pz 0.163 0.250 -0.447 -3.09 2.01 0.00 <br />8 0.354 -0.243 -1.017 4.46 6.50 0.00 <br />6 Py 0.163 0.250 -0.447 -3.09 2.01 0.00 <br />1 -0.355 0.216 -1.020 -3.97 -6.51 0.00 <br />8 D LC2 Px 0.354 -0.243 -1.017 4.46 6.50 0.00 <br />Total max/min values with corresponding values <br />8 D LC2 0.354 -0.243 -1.017 4.46 6.50 0.00 <br />7 D LC2 -0.162 -0.224 -0.447 2.76 -2.00 0.00 <br />6 D LC2 0.163 0.250 -0.447 -3.09 2.01 0.00 <br />1 D LC2 -0.355 0.216 -1.020 -3.97 -6.51 0.00 <br />Σ 0.000 0.000 0.000 Support Forces <br />Σ 0.000 0.000 0.000 Loads <br />Tp LC1 PX [kip]PY [kip]PZ [kip] <br />Sum of loads and sum of support forces <br />1 -0.297 0.183 -0.080 -3.36 -5.44 0.00 <br />6 Mz 0.160 0.254 0.079 -3.13 1.98 0.00 <br />1 -0.297 0.183 -0.080 -3.36 -5.44 0.00 <br />8 My 0.304 -0.208 -0.078 3.82 5.57 0.00 <br />1 -0.297 0.183 -0.080 -3.36 -5.44 0.00 <br />8 Mx 0.304 -0.208 -0.078 3.82 5.57 0.00 <br />1 -0.297 0.183 -0.080 -3.36 -5.44 0.00 <br />7 Pz -0.167 -0.229 0.079 2.82 -2.06 0.00 <br />7 -0.167 -0.229 0.079 2.82 -2.06 0.00 <br />6 Py 0.160 0.254 0.079 -3.13 1.98 0.00 <br />1 -0.297 0.183 -0.080 -3.36 -5.44 0.00 <br />8 Tp LC1 Px 0.304 -0.208 -0.078 3.82 5.57 0.00 <br />Total max/min values with corresponding values <br />8 Tp LC1 0.304 -0.208 -0.078 3.82 5.57 0.00 <br />7 Tp LC1 -0.167 -0.229 0.079 2.82 -2.06 0.00 <br />6 Tp LC1 0.160 0.254 0.079 -3.13 1.98 0.00 <br />1 Tp LC1 -0.297 0.183 -0.080 -3.36 -5.44 0.00 <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