ENV 1993-1-5 : DRAFT 97
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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EUROCODE 3 - DESIGN OF STEEL STRUCTURES - GENERAL RULES - SUPPLEMENTARY RULES FOR PLANAR PLATED STRUCTURES WITHOUT TRANSVERSE LOADING
01-10-2006
12-01-2013
Foreword
1 General
1.1 Scope
1.2 Distinction between principles and application
rules
1.3 Normative references
1.4 Definitions
1.5 Symbols
2 Basis of design
2.1 Modelling for elastic global analysis
2.2 Verification of cross-sectional resistance
3 Effects of shear lag on stress distribution and
resistance
3.1 General
3.2 Effective width for shear lag at serviceability
and fatigue limit states
3.3 Stress distribution due to shear lag
3.4 In-plane load introduction
3.5 Shear lag effects at ultimate limit states
4 Resistance to plate buckling
4.1 General
4.2 Buckling of plates in compression
4.3 Buckling of plates in shear
4.4 Resistance of webs to transverse forces
Annex A [Informative] Buckling coefficients
A.1 Buckling coefficient for plates with multiple
stiffeners loaded by direct stresses
A.2 Critical stress for stiffener regarded as a
fictitious column restrained by the plate
A.3 Shear buckling coefficient for stiffened panels
Covers supplementary provisions for the design of plated structures, with or without stiffeners.
| Committee |
TC 250
|
| DevelopmentNote |
To be read in conjunction with ENV 1993-1-1 (07/2004)
|
| DocumentType |
Draft
|
| PublisherName |
Comite Europeen de Normalisation
|
| Status |
Superseded
|
| SupersededBy |
| Standards | Relationship |
| DIN V ENV 1993-1-5:2001-02 | Identical |
| I.S. ENV 1993-1-5:1998 | Identical |
| UNI ENV 1993-1-5 : 2001 | Identical |
| NBN ENV 1993 1-5 : 1998 | Identical |
| NF ENV 1993 1-5 : 2000 XP | Identical |
| NEN NVN ENV 1993-1-5 : 1998 | Identical |
| NEN NAD NVN ENV 1993-1-5 : 2003 | Identical |
| I.S. ENV 1993-1-7:2000 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-7: GENERAL RULES - SUPPLEMENTARY RULES FOR PLANAR PLATED STRUCTURAL ELEMENTS WITH OUT OF PLANE LOADING |
| DD ENV 1994-2:2001 | Eurocode 4. Design of composite steel and concrete structures Composite bridges (together with United Kingdom National Application Document) |
| 08/30181655 DC : DRAFT SEP 2008 | BS EN 13001-3-1 - CRANES - GENERAL DESIGN - PART 3-1: LIMIT STATES AND PROOF OF COMPETENCE OF STEEL STRUCTURES |
| I.S. ENV 1994-2:1998 | EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: COMPOSITE BRIDGES |
| I.S. ENV 1993-3-2:1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 3-2: TOWERS, MASTS AND CHIMNEYS - CHIMNEYS |
| I.S. ENV 1993-5:1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| I.S. ENV 1993-2:1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES |
| ENV 1993-2 : 1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES |
| ENV 1993-5 : 1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| I.S. ENV 1993-6:1999 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 6: CRANE SUPPORTING STRUCTURES |
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