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S O L U T I O N O P T I O N S

PROBLEM DIMENSIONALITY.............2-D

DEGREES OF FREEDOM...... UX UY ROTZ

ANALYSIS TYPE.................STATIC (STEADY-STATE)

GLOBALLY ASSEMBLED MATRIX...........SYMMETRIC

L O A D S T E P O P T I O N S

LOAD STEP NUMBER................ 1

TIME AT END OF THE LOAD STEP.......... 1.0000

NUMBER OF SUBSTEPS............... 1

STEP CHANGE BOUNDARY CONDITIONS........ NO

INERTIA LOADS X Y Z

ACEL............ 0.0000 -9.8100 0.0000

PRINT OUTPUT CONTROLS.............NO PRINTOUT

DATABASE OUTPUT CONTROLS............ALL DATA WRITTEN

FOR THE LAST SUBSTEP

LIST ALL SELECTED NODES. DSYS= 0

SORT TABLE ON X

NODE X Y Z THXY THYZ THZX

1 0.0000 0.0000 0.0000 0.00 0.00 0.00

3 250.00 0.0000 0.0000 0.00 0.00 0.00

4 500.00 0.0000 0.0000 0.00 0.00 0.00

5 750.00 0.0000 0.0000 0.00 0.00 0.00

6 1000.0 0.0000 0.0000 0.00 0.00 0.00

7 1250.0 0.0000 0.0000 0.00 0.00 0.00

8 1500.0 0.0000 0.0000 0.00 0.00 0.00

9 1750.0 0.0000 0.0000 0.00 0.00 0.00

10 2000.0 0.0000 0.0000 0.00 0.00 0.00

11 2250.0 0.0000 0.0000 0.00 0.00 0.00

2 2500.0 0.0000 0.0000 0.00 0.00 0.00

***** POST1 NODAL DEGREE OF FREEDOM LISTING *****

LOAD STEP= 1 SUBSTEP= 1

TIME= 1.0000 LOAD CASE= 0

THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL COORDINATE SYSTEM

NODE UY

1 0.0000

3 -0.86310E-02

4 -0.33333E-01

5 -0.72321E-01

6 -0.12381

7 -0.18601

8 -0.25714

9 -0.33542

10 -0.41905

11 -0.50625

2 -0.59524

MAXIMUM ABSOLUTE VALUES

NODE 2

VALUE -0.59524

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S O L U T I O N O P T I O N S

PROBLEM DIMENSIONALITY.............2-D

DEGREES OF FREEDOM...... UX UY ROTZ

ANALYSIS TYPE.................STATIC (STEADY-STATE)

GLOBALLY ASSEMBLED MATRIX...........SYMMETRIC

L O A D S T E P O P T I O N S

LOAD STEP NUMBER................ 1

TIME AT END OF THE LOAD STEP.......... 1.0000

NUMBER OF SUBSTEPS............... 1

STEP CHANGE BOUNDARY CONDITIONS........ NO

INERTIA LOADS X Y Z

ACEL............ 0.0000 -9.8100 0.0000

PRINT OUTPUT CONTROLS.............NO PRINTOUT

DATABASE OUTPUT CONTROLS............ALL DATA WRITTEN

FOR THE LAST SUBSTEP

LIST ALL SELECTED NODES. DSYS= 0

SORT TABLE ON X

NODE X Y Z THXY THYZ THZX

1 0.0000 0.0000 0.0000 0.00 0.00 0.00

3 250.00 0.0000 0.0000 0.00 0.00 0.00

4 500.00 0.0000 0.0000 0.00 0.00 0.00

5 750.00 0.0000 0.0000 0.00 0.00 0.00

6 1000.0 0.0000 0.0000 0.00 0.00 0.00

7 1250.0 0.0000 0.0000 0.00 0.00 0.00

8 1500.0 0.0000 0.0000 0.00 0.00 0.00

9 1750.0 0.0000 0.0000 0.00 0.00 0.00

10 2000.0 0.0000 0.0000 0.00 0.00 0.00

11 2250.0 0.0000 0.0000 0.00 0.00 0.00

2 2500.0 0.0000 0.0000 0.00 0.00 0.00

***** POST1 NODAL DEGREE OF FREEDOM LISTING *****

LOAD STEP= 1 SUBSTEP= 1

TIME= 1.0000 LOAD CASE= 0

THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL COORDINATE SYSTEM

NODE UY

1 0.0000

3 -25.503

4 -98.494

5 -213.70

6 -365.84

7 -549.63

8 -759.81

9 -991.10

10 -1238.2

11 -1495.9

2 -1758.8

MAXIMUM ABSOLUTE VALUES

NODE 2

VALUE -1758.8

***** POST1 NODAL DEGREE OF FREEDOM LISTING *****

LOAD STEP= 1 SUBSTEP= 1

TIME= 1.0000 LOAD CASE= 0

THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL COORDINATE SYSTEM

NODE UY

1 0.0000

3 -0.25528

4 -0.98592

5 -2.1391

6 -3.6620

7 -5.5018

8 -7.6056

9 -9.9208

10 -12.394

11 -14.974

2 -17.606

MAXIMUM ABSOLUTE VALUES

NODE 2

VALUE -17.606

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S O L U T I O N O P T I O N S

PROBLEM DIMENSIONALITY.............2-D

DEGREES OF FREEDOM...... UX UY

ANALYSIS TYPE.................STATIC (STEADY-STATE)

GLOBALLY ASSEMBLED MATRIX...........SYMMETRIC

L O A D S T E P O P T I O N S

LOAD STEP NUMBER................ 1

TIME AT END OF THE LOAD STEP.......... 1.0000

NUMBER OF SUBSTEPS............... 1

STEP CHANGE BOUNDARY CONDITIONS........ NO

PRINT OUTPUT CONTROLS.............NO PRINTOUT

DATABASE OUTPUT CONTROLS............ALL DATA WRITTEN

FOR THE LAST SUBSTEP