ENV 1993-1-5 : DRAFT 97
Superseded
View Superseded by
EUROCODE 3 - DESIGN OF STEEL STRUCTURES - GENERAL RULES - SUPPLEMENTARY RULES FOR PLANAR PLATED STRUCTURES WITHOUT TRANSVERSE LOADING
01-12-2013
10-01-2006
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Superseded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 |
| 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 |