Loads EN
EN 1993-1-1 · AISC 360-22 · FEM

Cross-section classification for local buckling: EN 1993-1-1, AISC 360-22, SP 16.13330

EN 1993-1-1 class 1–4, AISC 360-22 compactness and SP 16.13330.2017 web and flange slenderness limits for any section: catalogue, welded, built-up, by coordinates or from DXF; effective section for Class 4.

Results

Detailed report

About this calculation

EN 1993-1-1 class 1–4, AISC 360-22 compactness and SP 16.13330.2017 web and flange slenderness limits for any section: catalogue, welded, built-up, by coordinates or from DXF; effective section for Class 4.

Design basis

EN 1993-1-1, Table 5.2; EN 1993-1-5, 4.4; AISC 360-22, Table B4.1, E7; SP 16.13330.2017, 7.3, 8.5

Input data

Output

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.