EN 1993-1-1 · SP 16 · AISC 360

Steel stress–strain diagram by five points A–E

Piecewise linear σ–ε diagram by points A–E: automatic from the steel grade and thickness or user values; tangent moduli, true diagram for FEA, export of the points to Excel.

Results

Detailed report

Project Subject Designer Date

About this calculation

Piecewise linear σ–ε diagram by points A–E: automatic from the steel grade and thickness or user values; tangent moduli, true diagram for FEA, export of the points to Excel.

Design basis

EN 1993-1-5, Annex C.6; EN 1993-1-14; Yun & Gardner (2017); steel grades to GOST 27772, EN 10025, ASTM

Input data

Steel: Steel grade; Product thickness
σ–ε diagram: Diagram points; Elastic modulus E; Point A: εA; Point A: σA; Point B: εB; Point B: σB; Point C: εC; Point C: σC; Point D: εD; Point D: σD; Point E: εE; Point E: σE
Charts: Show the true diagram: σt = σ(1 + ε), εt = ln(1 + ε); Separate chart of the initial part (up to point C)

Output

Results with intermediate values
Charts and diagrams
PDF, Word, Excel report

FAQ

Which codes are supported?

EN 1993-1-1, SP 16.13330.2017 and AISC 360-22; GOST, EN and AISC section ranges.

What is GMNIA?

Geometrically and materially nonlinear analysis with imperfections: includes plasticity per the steel diagram, flexural and lateral-torsional buckling and gives the ultimate load.

Can results be exported?

Yes: PDF, Word (DOCX) and Excel (XLSX) reports with inputs, intermediate values, diagrams and checks.