General
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Interactive use: All input is made in one single dialog shown on the right hand side
- Batch-processing: Calculations can be made as a follow up from STATIK
- Additional help: For typical frame situations the buckling length can be estimated
in an further sub-dialog.
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Main dialog
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Profile Library and Welded Sections
- The section properties of the most common rolled profiles are stored in a library.
- Welded sections are defined through parametrized cross-sections
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Sub-dialog for the estimation of the buckling length
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Check and Design
- Profile classification based on the slendernesses and determination of the permissible method of analysis
- Output of the critical buckling lengths
- Investigation of local instabilities and, if necessary, analysis of the reduced dimensioning section
- Axial buckling
- Stability and cross section resistance of doubly symmetric steel profiles for general bending and normal force
- Verification of simple bending with normal force for other rolled steel sections
- Bending and shear resistance of plate girders
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Input of welded section
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Resultats
- Degree of utilization (Cross section resistance and stability)
- Tables with overview and detailed results (All intermediate results together with a reference to the governing formulas are also available)
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Resultats
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