Stability Analysis for Steel

• Structural steel (S235, S275, S355, S450)
• Annealed steel (S275N to S460N)
• Thermo-steel (S275M to S460M)
• Weathering steel (S235W to S355W)
• High-temperature steel (S460Q to S460QL1)
• Hollow section, hot-finished (S235H to S355H)
• Hollow section, hot-finished, fine-grain (S275NH to S460NH)
• User-defined steel

Available systems:

• Statically determined, fork-mounted single-span beam

Cross-sections:

• I-sections, I-sections with inclined flange, rectangular and circular hollow sections as standard shapes or user-defined sections

Supports:

• Rigid or elastic supports at both ends
• Rotational springs about the y-axis and about the x-axis can be defined at the member ends
• The effective length can be pre-set

• Definition of the actions via the design internal forces
• Axial compressive force
• Moments about the y-axis and about the x-axis at one or both ends of the member and in the span at any point x

Either the elastic or plastic cross-sectional resistance is verified. Furthermore, the verification of the system’s load-bearing capacity is performed using the equivalent member method either in accordance with section 6.3.3 Annex A or B or with section 6.3.4.

• pre-set brief output
• user-defined scope

• PDF
• Word
• Printer

• Lateral Torsional Buckling Analysis

• FRILO XML
• ASCII

• Word
• PDF
• ASCII
• FRILO XML

• EN 1993
• DIN EN 1993
• ÖNORM EN 1993
• BS EN 1993