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Stress analysis No floors P=70000

Stress analysis No floors P=70000. Buckling analysis no floors P=70000. ***** INDEX OF DATA SETS ON RESULTS FILE ***** SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 12.100 1 1 1

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Stress analysis No floors P=70000

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  1. Stress analysisNo floors P=70000

  2. Buckling analysisno floors P=70000 ***** INDEX OF DATA SETS ON RESULTS FILE ***** SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 12.100 1 1 1 2 12.981 1 2 2 3 28.152 1 3 3

  3. Stress Analysisfloors P=70000

  4. Buckling analysisfloors P=70000 ***** INDEX OF DATA SETS ON RESULTS FILE ***** SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 57.633 1 1 1 2 58.882 1 2 2 3 62.144 1 3 3

  5. Stress analysisthickness=0.01 P=70000

  6. Buckling analysisthickness=0.01 P=70000 ***** INDEX OF DATA SETS ON RESULTS FILE ***** SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 2.4986 1 1 1 2 2.5099 1 2 2 3 2.6013 1 3 3

  7. Stress analysisthickness=0.05 P=70000

  8. Buckling analysisthickness=0.05 P=70000 ***** INDEX OF DATA SETS ON RESULTS FILE ***** SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 283.29 1 1 1 2 285.17 1 2 2 3 298.50 1 3 3

  9. Stress analysisthickness=0.1 P=70000

  10. Buckling analysisthickness=0.1 P=70000 ***** INDEX OF DATA SETS ON RESULTS FILE ***** SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 1899.1 1 1 1 2 2044.5 1 2 2 3 2114.8 1 3 3

  11. Stress analysislength=8 P=70000

  12. Buckling analysislength=8 P=70000 ***** INDEX OF DATA SETS ON RESULTS FILE ***** SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 22.130 1 1 1 2 22.766 1 2 2 3 25.204 1 3 3

  13. Stress analysislength=15 P=70000

  14. Buckling analysislength=15 P=70000 ***** INDEX OF DATA SETS ON RESULTS FILE ***** SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 22.763 1 1 1 2 22.842 1 2 2 3 23.435 1 3 3

  15. Stress analysislength=22 P=70000

  16. Buckling analysislength=22 P=70000 ***** INDEX OF DATA SETS ON RESULTS FILE ***** SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 22.456 1 1 1 2 22.587 1 2 2 3 22.757 1 3 3

  17. Stress analysislength=35 P=70000

  18. Buckling analysislength=35 P=70000 here

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