Built to meet all the requirements of Eurocode 3 for safe and reliable designs.
Real-time verification of stability, member sizing, fatigue, and more, ensuring compliance every time.
Deliver precise, compliant designs without manual errors or delays.
Simplify complex calculations with an intuitive interface that saves time.
Generate detailed, customizable reports for clients and stakeholders.
Eurocode Standards are a series of European norms (EN) related to construction, specifying structural design requirements within the European Union. Developed by the European Committee for Standardization (CEN) at the request of the European Commission, the Eurocodes provide harmonized technical rules for structural safety and serviceability.
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Types of Analyses
Industries
Types of Analyses
Industries
Types of Analyses
Industries
Types of Analyses
Industries
Types of Analyses
Industries
Types of Analyses
Industries
Types of Analyses
Industries
Types of Analyses
ABS Standards
AIJ Standards
AISC Standards
API Standards
AS 4100 (2020)
AS 4100 Fatiga (2020)
ASME B31.8 (2018)
ASME Standards
ASME VIII (Div 2, 2010)
Australian Standards
British Standards
BS 7608 Fatiga (2014)
Bureau Veritas Standards
Conexiones Eurocódigo3 (EN 1993-1-8, 2005)
DIN 15018 (1984)
DIN Standards
DNV CG-0128 Pandeo de placas (2015)
DNV CG-0128 Pandeo de placas (2023)
DNV OS-C101-LRFD Resistencia de la soldadura (2011)
DNV OS-C201-WSD Resistencia de la soldadura (2011)
DNV RP C-202 Pandeo de placas curvas (2019)
DNV RP-C201 Pandeo de placas/rigidez (2010)
DNV RP-C203 (2016)
DNV RP-C203 (2024)
DNV Standards
DNVGL ST-0126 (2016)
DVS 1608 (2010)
DVS 1612 (2014)
DVS Standards
EN 13001 Fatiga (2018)
EN 13001 Resistencia de la soldadura (2018)
EN 13001 Standard
Eurocode 3
Eurocode 9
Eurocódigo 3 de diseño contra incendios (EN1993-1-2, 2005)
Eurocódigo 3 Fatiga (EN 1993-1-9, 2005)
Eurocódigo 3 Soldaduras 1D (EN 1993-1-8, 2005)
Eurocódigo 9
Eurocódigo3 Pandeo de placas (EN 1993-1-5, 2006)
F.E.M. 1.001
F.E.M. 1.001 (3ª, 1998)
FKM (5º, 2003)
FKM (6º, 2012)
FKM Standard
IACS Standards
ISO
ISO 19902 (1ª, 2007)
ISO 19902 (2ª, 2020)
Lloyd’s Register (LR) Standards
Miembros de ASME BTH-1 (2017)
Miembros de ASME BTH-1 (2020)
Miembros de ASME BTH-1 (2023)
Miembros del Eurocódigo3 (EN1993-1-1, 2005)
Norsok N004 (Rev. 3, 2013)
NORSOK Standards
Pandeo de la placa LR CSR (2024)
Pandeo de placas BV NR615 (2023)
Pandeo de placas DNV CN30 (1995)
Pandeo de placas IACS UR S35 (2023)
Pernos Eurocódigo 3 (EN 1993-1-8, 2005)
Resistencia de la soldadura DNV OS-C101-LRFD (2024)
Resistencia de la soldadura DNV OS-C101-WSD (2024)
Resistencia de la soldadura Eurocódigo 3 (EN 1993-1-8, 2005)
VDI 2230 (Parte 1, 2015)
VDI Standards
SDC Verifier supports multiple Eurocode 3 modules: Members (EN 1993-1-1:2005), Plate Buckling (EN 1993-1-5:2006), Connections / Bolts / Welds (EN 1993-1-8:2005), Fire Design (EN 1993-1-2:2005), and Fatigue (EN 1993-1-9:2005).
Go to Standards → Main → Eurocode3 and add the required module (e.g., Eurocode3 Members). If members/plates/connections are not recognized automatically, run the relevant tools (e.g., Beam Member Finder, Panel Finder, Connection Finder) and re-check.
Member checks cover common steel sections including I-beams, channels, tees, symmetric angles, circular/rectangular tubes, and circular/rectangular bars.
Note: Bending checks are not performed for L-shaped members (angles) in this module.
Member checks are intended for Class 1–3 sections. If a section becomes Class 4, you can either handle slender behavior via plate buckling workflows, or use the option that treats Class 4 as Class 3 (conservative approach with adjusted yield where applicable).
Usually it’s one of these: the members/plates were not recognized, key properties are missing (e.g., fillets, net area for holes, material yield/tensile values), or the geometry falls outside the supported cases. Use Preview Not Supported Elements to locate them, then fix recognition (Finder tools) or complete missing inputs.
SDC Verifier uses Beam Member Finder data automatically. Buckling checks use member length definitions for Ly/Lz (and strong-axis length for L_LT). For lateral-torsional buckling you can choose the method (General Case, Rolled/Equivalent Welded, or the worst of the two), and set the correction factor Kc (calculated via tools or set to 1 if needed).
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