** Results MOMENTS-, SHEAR FORCES- and NORMAL FORCES distributions per beam **

Framework 2DVersion: 10.30Date is: 6/2/2013 7:08:56 μμ

This example is a relatively simple framework.The sole purpose is to show some capabilities of the program

Date is: Example.RWS

** BASE load cases:

Base load case no.: 1================================

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 1 1------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -21.002 -0.621 3.998 0.688 -2.088 0.0059

0.600 -19.616 -0.621 3.626 0.605 -1.913 0.0054

1.200 -18.231 -0.621 3.253 0.522 -1.737 0.0049

1.800 -16.845 -0.621 2.880 0.439 -1.562 0.0044

2.400 -15.459 -0.621 2.508 0.355 -1.386 0.0039

3.000 -14.074 -0.621 2.135 0.272 -1.210 0.0034

3.600 -12.688 -0.621 1.762 0.189 -1.035 0.0029

4.200 -11.302 -0.621 1.390 0.106 -0.859 0.0024

4.800 -9.916 -0.621 1.017 0.023 -0.684 0.0019

5.400 -8.531 -0.621 0.644 -0.061 -0.508 0.0014

6.000 -7.145 -0.621 0.272 -0.144 -0.333 0.0009

Min. normal force: -21.002 Max. normal force: -7.145

Min. shear force: -0.621 Max. shear force: -0.621

Min. moment: 0.272 Max. moment: 3.998

Max. stress above: 0.688 Max. stress under: -0.333

Min. stress above: -0.144 Min. stress under: -2.088

Maximal value unity check: 0.0059

*** Force distribution in relation to local beam axis

Forces of only the elastic part of the beam (not at the eccentric beam connection)Stresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 2 2------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -7.145 -0.621 -0.800 -1.073 0.121 0.0030

0.300 -6.799 -0.621 -0.986 -1.189 0.283 0.0034

0.600 -6.452 -0.621 -1.173 -1.305 0.445 0.0037

0.900 -6.106 -0.621 -1.359 -1.421 0.607 0.0040

1.200 -5.759 -0.621 -1.545 -1.537 0.769 0.0043

1.500 -5.413 -0.621 -1.732 -1.653 0.931 0.0047

1.800 -5.067 -0.621 -1.918 -1.769 1.093 0.0050

2.100 -4.720 -0.621 -2.104 -1.885 1.256 0.0053

2.400 -4.374 -0.621 -2.291 -2.001 1.418 0.0056

2.700 -4.027 -0.621 -2.477 -2.117 1.580 0.0060

3.000 -3.681 -0.621 -2.663 -2.233 1.742 0.0063

Min. normal force: -7.145 Max. normal force: -3.681

Min. shear force: -0.621 Max. shear force: -0.621

Min. moment: -2.663 Max. moment: -0.800

Page 1/10

Max. stress above: -1.073 Max. stress under: 1.742

Min. stress above: -2.233 Min. stress under: 0.121

Maximal value unity check: 0.0063

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 3 3------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -0.621 3.681 -2.663 -2.029 1.946 0.0057

0.630 -0.621 2.953 -0.573 -0.469 0.386 0.0013

1.260 -0.621 2.226 1.058 0.748 -0.831 0.0023

1.890 -0.621 1.498 2.231 1.624 -1.707 0.0048

2.520 -0.621 0.771 2.946 2.157 -2.240 0.0063

3.150 -0.621 0.044 3.203 2.349 -2.432 0.0068

3.780 -0.621 -0.684 3.001 2.198 -2.281 0.0064

4.410 -0.621 -1.411 2.341 1.706 -1.788 0.0050

5.040 -0.621 -2.139 1.223 0.871 -0.954 0.0027

5.670 -0.621 -2.866 -0.354 -0.306 0.223 0.0009

6.300 -0.621 -3.594 -2.389 -1.824 1.741 0.0051

Min. normal force: -0.621 Max. normal force: -0.621

Min. shear force: -3.594 Max. shear force: 3.681

Min. moment: -2.663 Max. moment: 3.204

Max. stress above: 2.349 Max. stress under: 1.946

Min. stress above: -2.029 Min. stress under: -2.432

Maximal value unity check: 0.0069

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 4 4------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -3.594 0.621 -2.389 -2.022 1.543 0.0057

0.150 -3.767 0.621 -2.296 -1.964 1.462 0.0055

0.300 -3.940 0.621 -2.203 -1.906 1.381 0.0054

0.450 -4.114 0.621 -2.109 -1.848 1.300 0.0052

0.600 -4.287 0.621 -2.016 -1.791 1.219 0.0050

0.750 -4.460 0.621 -1.923 -1.733 1.138 0.0049

0.900 -4.633 0.621 -1.830 -1.675 1.057 0.0047

1.050 -4.806 0.621 -1.737 -1.617 0.976 0.0046

1.200 -4.980 0.621 -1.644 -1.559 0.895 0.0044

1.350 -5.153 0.621 -1.551 -1.501 0.814 0.0042

1.500 -5.326 0.621 -1.457 -1.443 0.733 0.0041

Min. normal force: -5.326 Max. normal force: -3.594

Min. shear force: 0.621 Max. shear force: 0.621

Min. moment: -2.389 Max. moment: -1.457

Max. stress above: -1.443 Max. stress under: 1.543

Min. stress above: -2.022 Min. stress under: 0.733

Maximal value unity check: 0.0057

*** Force distribution in relation to local beam axis

Forces of only the elastic part of the beam (not at the eccentric beam connection)Stresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 5 5------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -8.469 0.248 1.085 0.245 -1.374 0.0039

0.150 -8.296 0.248 1.122 0.284 -1.391 0.0039

0.300 -8.122 0.248 1.159 0.324 -1.407 0.0040

0.450 -7.949 0.248 1.197 0.363 -1.423 0.0040

0.600 -7.776 0.248 1.234 0.402 -1.439 0.0041

0.750 -7.603 0.248 1.271 0.442 -1.455 0.0041

Page 2/10

0.900 -7.429 0.248 1.308 0.481 -1.472 0.0041

1.050 -7.256 0.248 1.346 0.520 -1.488 0.0042

1.200 -7.083 0.248 1.383 0.560 -1.504 0.0042

1.350 -6.910 0.248 1.420 0.599 -1.520 0.0043

1.500 -6.737 0.248 1.457 0.638 -1.537 0.0043

Min. normal force: -8.469 Max. normal force: -6.737

Min. shear force: 0.248 Max. shear force: 0.248

Min. moment: 1.085 Max. moment: 1.457

Max. stress above: 0.638 Max. stress under: -1.374

Min. stress above: 0.245 Min. stress under: -1.537

Maximal value unity check: 0.0043

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 5 6------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -8.469 0.248 0.185 -0.218 -0.347 0.0010

0.600 -9.854 0.248 0.334 -0.212 -0.445 0.0013

1.200 -11.240 0.248 0.483 -0.207 -0.542 0.0015

1.800 -12.626 0.248 0.632 -0.201 -0.640 0.0018

2.400 -14.011 0.248 0.781 -0.196 -0.738 0.0021

3.000 -15.397 0.248 0.930 -0.190 -0.836 0.0024

3.600 -16.783 0.248 1.079 -0.185 -0.934 0.0026

4.200 -18.168 0.248 1.228 -0.179 -1.032 0.0029

4.800 -19.554 0.248 1.377 -0.174 -1.130 0.0032

5.400 -20.940 0.248 1.526 -0.168 -1.228 0.0035

6.000 -22.326 0.248 1.675 -0.163 -1.326 0.0037

Min. normal force: -22.326 Max. normal force: -8.469

Min. shear force: 0.248 Max. shear force: 0.248

Min. moment: 0.185 Max. moment: 1.675

Max. stress above: -0.163 Max. stress under: -0.347

Min. stress above: -0.218 Min. stress under: -1.326

Maximal value unity check: 0.0037

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 7 7------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 0.758 1.247 0.000 0.076 0.076 0.0002

0.555 0.450 0.950 0.610 0.771 -0.681 0.0022

1.110 0.142 0.654 1.055 1.271 -1.242 0.0036

1.666 -0.166 0.358 1.336 1.574 -1.607 0.0045

2.221 -0.474 0.061 1.453 1.682 -1.777 0.0050

2.776 -0.782 -0.235 1.404 1.594 -1.750 0.0049

3.331 -1.090 -0.531 1.192 1.310 -1.528 0.0043

3.886 -1.398 -0.828 0.814 0.830 -1.109 0.0031

4.441 -1.706 -1.124 0.272 0.154 -0.495 0.0014

4.997 -2.014 -1.421 -0.434 -0.718 0.315 0.0020

5.552 -2.321 -1.717 -1.305 -1.786 1.321 0.0050

Min. normal force: -2.321 Max. normal force: 0.758

Min. shear force: -1.717 Max. shear force: 1.247

Min. moment: -1.305 Max. moment: 1.456

Max. stress above: 1.682 Max. stress under: 1.321

Min. stress above: -1.786 Min. stress under: -1.790

Maximal value unity check: 0.0050

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 8

Page 3/10

8------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -2.863 0.373 -1.305 -1.840 1.267 0.0052

0.350 -3.133 0.373 -1.174 -1.711 1.085 0.0048

0.700 -3.402 0.373 -1.044 -1.583 0.903 0.0045

1.050 -3.672 0.373 -0.913 -1.455 0.720 0.0041

1.400 -3.941 0.373 -0.783 -1.326 0.538 0.0037

1.750 -4.210 0.373 -0.652 -1.198 0.356 0.0034

2.100 -4.480 0.373 -0.522 -1.069 0.173 0.0030

2.450 -4.749 0.373 -0.391 -0.941 -0.009 0.0027

2.800 -5.019 0.373 -0.261 -0.813 -0.191 0.0023

3.150 -5.288 0.373 -0.130 -0.684 -0.373 0.0019

3.500 -5.558 0.373 -0.000 -0.556 -0.556 0.0016

Min. normal force: -5.558 Max. normal force: -2.863

Min. shear force: 0.373 Max. shear force: 0.373

Min. moment: -1.305 Max. moment: -0.000

Max. stress above: -0.556 Max. stress under: 1.267

Min. stress above: -1.840 Min. stress under: -0.556

Maximal value unity check: 0.0052

Base load case no.: 2================================

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 1 1------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -145.968 42.017 13.648 -0.127 -9.605 0.0271

0.600 -145.968 42.017 38.858 8.627 -18.358 0.0517

1.200 -145.968 42.017 64.069 17.381 -27.112 0.0764

1.800 -145.968 31.142 87.592 25.548 -35.279 0.0994

2.400 -145.968 16.142 101.327 30.317 -40.049 0.1128

3.000 -145.968 2.142 107.588 32.491 -42.222 0.1189

3.600 -145.968 -13.858 103.823 31.184 -40.915 0.1153

4.200 -145.968 -24.858 91.958 27.064 -36.796 0.1036

4.800 -145.968 -28.483 75.381 21.308 -31.040 0.0874

5.400 -145.968 -28.483 58.292 15.375 -25.106 0.0707

6.000 -145.968 -28.483 41.202 9.441 -19.172 0.0540

Min. normal force: -145.968 Max. normal force: -145.968

Min. shear force: -28.483 Max. shear force: 42.017

Min. moment: 13.648 Max. moment: 107.661

Max. stress above: 32.517 Max. stress under: -9.605

Min. stress above: -0.127 Min. stress under: -42.248

Maximal value unity check: 0.1190

*** Force distribution in relation to local beam axis

Forces of only the elastic part of the beam (not at the eccentric beam connection)Stresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 2 2------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -95.968 -28.483 26.807 13.607 -26.403 0.0744

0.300 -95.968 -28.483 18.262 7.231 -20.026 0.0564

0.600 -95.968 -28.483 9.717 0.854 -13.650 0.0384

0.900 -95.968 -28.483 1.173 -5.523 -7.273 0.0205

1.200 -95.968 -28.483 -32.372 -30.556 17.761 0.0861

1.500 -95.968 -28.483 -40.917 -36.933 24.137 0.1040

1.800 -95.968 -28.483 -49.462 -43.310 30.514 0.1220

2.100 -95.968 -28.483 -58.007 -49.686 36.891 0.1400

2.400 -95.968 -28.483 -66.551 -56.063 43.267 0.1579

2.700 -95.968 -28.483 -75.096 -62.440 49.644 0.1759

3.000 -95.968 -28.483 -83.641 -68.817 56.021 0.1938

Page 4/10

Min. normal force: -95.968 Max. normal force: -95.968

Min. shear force: -28.483 Max. shear force: -28.483

Min. moment: -83.641 Max. moment: 26.807

Max. stress above: 13.607 Max. stress under: 56.021

Min. stress above: -68.817 Min. stress under: -26.403

Maximal value unity check: 0.1938

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 3 3------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -28.483 95.968 -94.141 -72.153 68.356 0.2032

0.630 -28.483 83.715 -37.577 -29.942 26.144 0.0843

1.260 -35.285 65.352 10.577 5.541 -10.246 0.0289

1.890 -47.193 42.577 44.198 29.837 -36.130 0.1018

2.520 -53.304 26.291 65.679 45.461 -52.568 0.1481

3.150 -61.731 8.382 76.810 53.206 -61.436 0.1731

3.780 -73.542 -12.217 75.524 51.459 -61.264 0.1726

4.410 -78.955 -59.225 49.359 31.571 -42.099 0.1186

5.040 -75.961 -63.634 10.184 2.536 -12.664 0.0357

5.670 -68.062 -62.444 -29.680 -26.687 17.612 0.0752

6.300 -58.004 -58.403 -67.897 -54.536 46.803 0.1536

Min. normal force: -79.041 Max. normal force: -28.483

Min. shear force: -63.643 Max. shear force: 95.968

Min. moment: -94.141 Max. moment: 77.893

Max. stress above: 53.729 Max. stress under: 68.356

Min. stress above: -72.153 Min. stress under: -62.596

Maximal value unity check: 0.2032

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 4 4------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -58.403 58.004 -67.897 -54.563 46.776 0.1537

0.150 -58.403 58.004 -59.197 -48.070 40.283 0.1354

0.300 -58.403 58.004 -50.496 -41.577 33.790 0.1171

0.450 -58.403 58.004 -41.795 -35.084 27.297 0.0988

0.600 -58.403 58.004 -33.095 -28.591 20.804 0.0805

0.750 -58.403 58.004 -24.394 -22.098 14.311 0.0622

0.900 -58.403 58.004 -15.693 -15.605 7.818 0.0440

1.050 -58.403 58.004 -6.993 -9.112 1.325 0.0257

1.200 -58.403 58.004 1.708 -2.619 -5.168 0.0146

1.350 -58.403 58.004 10.409 3.874 -11.661 0.0328

1.500 -58.403 58.004 19.109 10.367 -18.154 0.0511

Min. normal force: -58.403 Max. normal force: -58.403

Min. shear force: 58.004 Max. shear force: 58.004

Min. moment: -67.897 Max. moment: 19.109

Max. stress above: 10.367 Max. stress under: 46.776

Min. stress above: -54.563 Min. stress under: -18.154

Maximal value unity check: 0.1537

*** Force distribution in relation to local beam axis

Forces of only the elastic part of the beam (not at the eccentric beam connection)Stresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 5 5------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -33.136 -27.025 21.428 13.782 -18.200 0.0513

Page 5/10

0.150 -33.136 -27.025 17.374 10.757 -15.175 0.0427

0.300 -33.136 -27.025 13.321 7.732 -12.150 0.0342

0.450 -33.136 -27.025 9.267 4.706 -9.125 0.0257

0.600 -33.136 -27.025 5.213 1.681 -6.099 0.0172

0.750 -33.136 -27.025 1.159 -1.344 -3.074 0.0087

0.900 -33.136 -27.025 -2.894 -4.369 -0.049 0.0123

1.050 -33.136 -27.025 -6.948 -7.394 2.976 0.0208

1.200 -33.136 -27.025 -11.002 -10.419 6.001 0.0294

1.350 -33.136 -27.025 -15.056 -13.445 9.027 0.0379

1.500 -33.136 -27.025 -19.109 -16.470 12.052 0.0464

Min. normal force: -33.136 Max. normal force: -33.136

Min. shear force: -27.025 Max. shear force: -27.025

Min. moment: -19.109 Max. moment: 21.428

Max. stress above: 13.782 Max. stress under: 12.052

Min. stress above: -16.470 Min. stress under: -18.200

Maximal value unity check: 0.0513

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 5 6------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -40.136 -27.025 -16.458 -7.052 4.377 0.0199

0.600 -40.136 -25.975 -32.463 -12.610 9.934 0.0355

1.200 -40.136 -22.825 -47.208 -17.729 15.054 0.0499

1.800 -40.136 -17.575 -59.433 -21.974 19.298 0.0619

2.400 -40.136 -10.225 -67.878 -24.906 22.231 0.0702

3.000 -40.136 -0.775 -71.283 -26.089 23.413 0.0735

3.600 -40.136 8.675 -68.808 -25.229 22.554 0.0711

4.200 -40.136 16.025 -61.293 -22.620 19.944 0.0637

4.800 -40.136 21.275 -49.998 -18.698 16.022 0.0527

5.400 -40.136 24.425 -36.183 -13.901 11.226 0.0392

6.000 -40.136 25.475 -21.108 -8.667 5.991 0.0244

Min. normal force: -40.136 Max. normal force: -40.136

Min. shear force: -27.025 Max. shear force: 25.475

Min. moment: -71.298 Max. moment: -16.458

Max. stress above: -7.052 Max. stress under: 23.418

Min. stress above: -26.094 Min. stress under: 4.377

Maximal value unity check: 0.0735

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 7 7------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -77.170 43.740 0.000 -7.717 -7.717 0.0217

0.555 -77.170 38.438 22.840 19.474 -34.908 0.0983

1.110 -77.170 32.526 42.567 42.958 -58.392 0.1645

1.666 -82.149 21.210 57.798 60.592 -77.022 0.2170

2.221 -90.582 5.959 65.489 68.905 -87.021 0.2451

2.776 -101.730 -12.515 63.818 65.801 -86.147 0.2427

3.331 -106.998 -25.942 52.339 51.609 -73.009 0.2057

3.886 -106.998 -34.908 35.477 31.534 -52.934 0.1491

4.441 -106.998 -44.485 13.466 5.331 -26.731 0.0753

4.997 -106.998 -54.672 -14.030 -27.403 6.003 0.0772

5.552 -106.998 -65.470 -47.353 -67.072 45.672 0.1889

Min. normal force: -106.998 Max. normal force: -77.170

Min. shear force: -65.470 Max. shear force: 43.740

Min. moment: -47.353 Max. moment: 66.061

Max. stress above: 69.282 Max. stress under: 45.672

Min. stress above: -67.072 Min. stress under: -88.101

Maximal value unity check: 0.2482

Page 6/10

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 8 8------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -122.493 13.529 -47.353 -68.621 44.123 0.1933

0.350 -122.493 13.529 -42.617 -62.984 38.486 0.1774

0.700 -122.493 13.529 -37.882 -57.347 32.849 0.1615

1.050 -122.493 13.529 -33.147 -51.710 27.211 0.1457

1.400 -122.493 13.529 -28.412 -46.073 21.574 0.1298

1.750 -122.493 13.529 -23.676 -40.435 15.937 0.1139

2.100 -122.493 13.529 -18.941 -34.798 10.300 0.0980

2.450 -122.493 13.529 -14.206 -29.161 4.662 0.0821

2.800 -122.493 13.529 -9.471 -23.524 -0.975 0.0663

3.150 -122.493 13.529 -4.735 -17.886 -6.612 0.0504

3.500 -122.493 13.529 0.000 -12.249 -12.249 0.0345

Min. normal force: -122.493 Max. normal force: -122.493

Min. shear force: 13.529 Max. shear force: 13.529

Min. moment: -47.353 Max. moment: 0.000

Max. stress above: -12.249 Max. stress under: 44.123

Min. stress above: -68.621 Min. stress under: -12.249

Maximal value unity check: 0.1933

** Load COMBINATIONS:

Load COMBINATION no.: 1===================================

Arbitrary combination

Base load case numbers : 1(* 1.700) 2(* 1.500)

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 1 1------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -254.656 61.970 27.269 0.980 -17.957 0.0506

0.600 -252.300 61.970 64.451 13.969 -30.789 0.0867

1.200 -249.944 61.970 101.633 26.958 -43.621 0.1229

1.800 -247.589 45.658 136.284 39.068 -55.574 0.1565

2.400 -245.233 23.158 156.254 46.080 -62.429 0.1759

3.000 -242.877 2.158 165.011 49.200 -65.391 0.1842

3.600 -240.522 -21.842 158.731 47.097 -63.132 0.1778

4.200 -238.166 -38.342 140.300 40.776 -56.654 0.1596

4.800 -235.811 -43.780 114.801 32.001 -47.722 0.1344

5.400 -233.455 -43.780 88.533 22.959 -38.523 0.1085

6.000 -231.099 -43.780 62.265 13.917 -29.323 0.0826

Min. normal force: -254.656 Max. normal force: -231.099

Min. shear force: -43.780 Max. shear force: 61.970

Min. moment: 27.269 Max. moment: 165.058

Max. stress above: 49.224 Max. stress under: -17.957

Min. stress above: 0.980 Min. stress under: -65.403

Maximal value unity check: 0.1842

*** Force distribution in relation to local beam axis

Forces of only the elastic part of the beam (not at the eccentric beam connection)

Page 7/10

Stresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 2 2------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -156.099 -43.780 38.850 18.586 -39.399 0.1110

0.300 -155.510 -43.780 25.716 8.824 -29.559 0.0833

0.600 -154.921 -43.780 12.583 -0.938 -19.718 0.0555

0.900 -154.332 -43.780 -0.551 -10.700 -9.877 0.0301

1.200 -153.744 -43.780 -51.185 -48.448 27.948 0.1365

1.500 -153.155 -43.780 -64.319 -58.210 37.789 0.1640

1.800 -152.566 -43.780 -77.453 -67.972 47.630 0.1915

2.100 -151.977 -43.780 -90.587 -77.734 57.471 0.2190

2.400 -151.388 -43.780 -103.721 -87.496 67.311 0.2465

2.700 -150.799 -43.780 -116.855 -97.259 77.152 0.2740

3.000 -150.210 -43.780 -129.989 -107.021 86.993 0.3015

Min. normal force: -156.099 Max. normal force: -150.210

Min. shear force: -43.780 Max. shear force: -43.780

Min. moment: -129.989 Max. moment: 38.850

Max. stress above: 18.586 Max. stress under: 86.993

Min. stress above: -107.021 Min. stress under: -39.399

Maximal value unity check: 0.3015

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 3 3------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -43.780 150.210 -145.739 -111.679 105.842 0.3146

0.630 -43.780 130.593 -57.341 -45.710 39.873 0.1288

1.260 -53.983 101.812 17.664 9.583 -16.781 0.0473

1.890 -71.845 66.412 70.090 47.517 -57.096 0.1608

2.520 -81.013 40.746 103.527 71.858 -82.660 0.2328

3.150 -93.653 12.647 120.660 83.801 -96.288 0.2712

3.780 -111.369 -19.489 118.389 80.925 -95.774 0.2698

4.410 -119.488 -91.238 78.018 50.257 -66.189 0.1864

5.040 -114.997 -99.086 17.354 5.285 -20.618 0.0581

5.670 -103.149 -98.539 -45.122 -40.550 26.797 0.1142

6.300 -88.062 -93.715 -105.907 -84.906 73.164 0.2392

Min. normal force: -119.617 Max. normal force: -43.780

Min. shear force: -99.382 Max. shear force: 150.210

Min. moment: -145.739 Max. moment: 122.240

Max. stress above: 84.571 Max. stress under: 105.842

Min. stress above: -111.679 Min. stress under: -97.973

Maximal value unity check: 0.3146

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 4 4------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -93.715 88.062 -105.907 -85.283 72.787 0.2402

0.150 -94.009 88.062 -92.698 -75.445 62.910 0.2125

0.300 -94.304 88.062 -79.488 -65.607 53.033 0.1848

0.450 -94.598 88.062 -66.279 -55.768 43.155 0.1571

0.600 -94.893 88.062 -53.070 -45.930 33.278 0.1294

0.750 -95.187 88.062 -39.860 -36.092 23.401 0.1017

0.900 -95.481 88.062 -26.651 -26.254 13.523 0.0740

1.050 -95.776 88.062 -13.441 -16.416 3.646 0.0462

1.200 -96.070 88.062 -0.232 -6.578 -6.231 0.0185

1.350 -96.365 88.062 12.977 3.260 -16.109 0.0454

1.500 -96.659 88.062 26.187 13.098 -25.986 0.0732

Min. normal force: -96.659 Max. normal force: -93.715

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Min. shear force: 88.062 Max. shear force: 88.062

Min. moment: -105.907 Max. moment: 26.187

Max. stress above: 13.098 Max. stress under: 72.787

Min. stress above: -85.283 Min. stress under: -25.986

Maximal value unity check: 0.2402

*** Force distribution in relation to local beam axis

Forces of only the elastic part of the beam (not at the eccentric beam connection)Stresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 5 5------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -64.101 -40.115 33.987 21.090 -29.637 0.0835

0.150 -63.806 -40.115 27.969 16.619 -25.126 0.0708

0.300 -63.512 -40.115 21.952 12.148 -20.616 0.0581

0.450 -63.217 -40.115 15.935 7.677 -16.106 0.0454

0.600 -62.923 -40.115 9.917 3.206 -11.596 0.0327

0.750 -62.628 -40.115 3.900 -1.265 -7.086 0.0200

0.900 -62.334 -40.115 -2.117 -5.736 -2.576 0.0162

1.050 -62.039 -40.115 -8.135 -10.207 1.935 0.0288

1.200 -61.745 -40.115 -14.152 -14.677 6.445 0.0413

1.350 -61.450 -40.115 -20.169 -19.148 10.955 0.0539

1.500 -61.156 -40.115 -26.187 -23.619 15.465 0.0665

Min. normal force: -64.101 Max. normal force: -61.156

Min. shear force: -40.115 Max. shear force: -40.115

Min. moment: -26.187 Max. moment: 33.987

Max. stress above: 21.090 Max. stress under: 15.465

Min. stress above: -23.619 Min. stress under: -29.637

Maximal value unity check: 0.0835

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 5 6------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -74.601 -40.115 -24.372 -10.949 5.976 0.0308

0.600 -76.956 -38.540 -48.126 -19.276 14.145 0.0543

1.200 -79.312 -33.815 -69.990 -26.946 21.658 0.0759

1.800 -81.667 -25.940 -88.074 -33.304 27.859 0.0938

2.400 -84.023 -14.915 -100.489 -37.693 32.091 0.1062

3.000 -86.379 -0.740 -105.343 -39.457 33.698 0.1111

3.600 -88.734 13.435 -101.377 -38.158 32.243 0.1075

4.200 -91.090 24.460 -89.851 -34.235 28.162 0.0964

4.800 -93.446 32.335 -72.656 -28.343 22.113 0.0798

5.400 -95.801 37.060 -51.680 -21.138 14.751 0.0595

6.000 -98.157 38.635 -28.814 -13.277 6.733 0.0374

Min. normal force: -98.157 Max. normal force: -74.601

Min. shear force: -40.115 Max. shear force: 38.635

Min. moment: -105.353 Max. moment: -24.372

Max. stress above: -10.949 Max. stress under: 33.698

Min. stress above: -39.464 Min. stress under: 5.976

Maximal value unity check: 0.1112

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 7 7------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -114.467 67.730 0.000 -11.447 -11.447 0.0322

0.555 -114.990 59.273 35.297 30.521 -53.520 0.1508

1.110 -115.514 49.900 65.645 66.598 -89.700 0.2527

Page 9/10

1.666 -123.506 32.423 88.969 93.564 -118.266 0.3331

2.221 -136.679 9.042 100.703 106.216 -133.552 0.3762

2.776 -153.924 -19.172 98.114 101.410 -132.195 0.3724

3.331 -162.350 -39.816 80.535 79.640 -112.110 0.3158

3.886 -162.874 -53.769 54.599 48.711 -81.286 0.2290

4.441 -163.397 -68.638 20.662 8.258 -40.938 0.1153

4.997 -163.921 -84.423 -21.784 -42.325 9.541 0.1192

5.552 -164.444 -101.125 -73.247 -103.644 70.755 0.2920

Min. normal force: -164.444 Max. normal force: -114.467

Min. shear force: -101.125 Max. shear force: 67.730

Min. moment: -73.247 Max. moment: 101.563

Max. stress above: 106.776 Max. stress under: 70.755

Min. stress above: -103.644 Min. stress under: -135.192

Maximal value unity check: 0.3808

*** Force distribution in relation to local beam axisStresses (calculated with ELASTIC modulus) larger or smaller than allowable are printed in red and italic.Beam Place Normal force Shear force Moment Str. above Str. under Unity check

[m] [kN] [kN] [kN.m] [N/mm2] [N/mm2] [-]

in relation to node: 8 8------------+-------------+------------+-----------+--------------+-------------+-----------

0.000 -188.606 20.928 -73.247 -106.060 68.339 0.2988

0.350 -189.064 20.928 -65.923 -97.386 59.573 0.2743

0.700 -189.523 20.928 -58.598 -88.712 50.807 0.2499

1.050 -189.981 20.928 -51.273 -80.038 42.041 0.2255

1.400 -190.439 20.928 -43.948 -71.363 33.276 0.2010

1.750 -190.897 20.928 -36.624 -62.689 24.510 0.1766

2.100 -191.355 20.928 -29.299 -54.015 15.744 0.1522

2.450 -191.813 20.928 -21.974 -45.341 6.979 0.1277

2.800 -192.271 20.928 -14.649 -36.667 -1.787 0.1033

3.150 -192.729 20.928 -7.325 -27.993 -10.553 0.0789

3.500 -193.187 20.928 0.000 -19.319 -19.319 0.0544

Min. normal force: -193.187 Max. normal force: -188.606

Min. shear force: 20.928 Max. shear force: 20.928

Min. moment: -73.247 Max. moment: 0.000

Max. stress above: -19.319 Max. stress under: 68.339

Min. stress above: -106.060 Min. stress under: -19.319

Maximal value unity check: 0.2988

---------------------------------------------------------------------------------

** End of the calculation

Page 10/10