Eurocode

Eurocode Worked Examples

10 full structural engineering calculations following EN 1993, EN 1992, EN 1994, EN 1995, EN 1997, EN 1998. Each example shows the full derivation — clause, formula, result — with a live calc widget.

10
Examples
9
Eurocode parts
NL/DE
Translations
Connections PASS
Bolted Shear Connection — EN 1993-1-8 §3.5
EN 1993-1-8:2005 §3.5
Util.
73%
4 steps en-1993-1-8 →
Connections PASS
Extended End-Plate Moment Connection — EN 1993-1-8 §6.2
EN 1993-1-8:2005 §6.2.7
Util.
79%
4 steps en-1993-1-8 →
Base Plates PASS
Column Base Plate — EN 1993-1-8 §6.2.5 + EN 1992-1-1 §6.7
EN 1993-1-8:2005 §6.2.5
Util.
68%
4 steps en-1993-1-8 →
Member Design PASS
Steel Beam Flexural Buckling — EN 1993-1-1 §6.3
EN 1993-1-1:2005 §6.3.3
Util.
85%
4 steps en-1993-1-1 →
Composite PASS
Composite Beam Design — EN 1994-1-1 §6.2
EN 1994-1-1:2004 §6.2
Util.
82%
4 steps en-1994-1-1 →
Timber PASS
Timber Beam Bending — EN 1995-1-1 §6.1.6
EN 1995-1-1:2004 §6.1.6
Util.
77%
3 steps en-1995-1-1 →
RC Design PASS
RC Beam Design — EN 1992-1-1 §6.1
EN 1992-1-1:2004 §6.1
Util.
88%
5 steps en-1992-1-1 →
Fatigue PASS
Fatigue Assessment — EN 1993-1-9 §6
EN 1993-1-9:2005 §6
Util.
91%
4 steps en-1993-1-9 →
Actions PASS
Wind Actions — EN 1991-1-4 full derivation
EN 1991-1-4:2005 §4
Util.
74%
5 steps en-1991-1-4 →
Seismic PASS
Seismic Lateral Force Design — EN 1998-1 §4
EN 1998-1:2004 §4.3
Util.
76%
5 steps en-1998-1 →

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