I.S. ENV 1993-1-6:2000
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 - PART 1-6: GENERAL RULES - SUPPLEMENTARY RULES FOR THE SHELL STRUCTURES
Hardcopy , PDF
12-10-2007
English
01-01-2000
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Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
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Foreword
1 General
1.1 Scope
1.2 Distinction between principles and application rules
1.3 Normative references
1.4 Definitions
1.5 Units
1.6 Symbols
1.7 Sign conventions
2 Basis of design
2.1 General
2.2 Types of analysis
2.3 Shell boundary conditions
3 Materials and geometry
3.1 Material properties
3.2 Design values of geometrical data
3.3 Geometrical tolerances and geometrical imperfections
4 Ultimate limit states in steel shells
4.1 Ultimate limit states to be considered
4.2 Design concepts for the limit states design of shells
5 Stress resultants and stresses in shells
5.1 Stress resultants in the shell
5.2 Modelling of the shell for analysis
5.3 Types of analysis
6 Plastic limit state (LSI)
6.1 Design values of actions
6.2 Stress design
6.3 Design by global numerical MNA or GMNA analysis
6.4 Direct design
7 Cyclic plasticity limit state (LS2)
7.1 Design values of actions
7.2 Stress design
7.3 Design by global numerical MNA or GMNA analysis
7.4 Direct design
8 Buckling limit state (LS3)
8.1 Design values of actions
8.2 Special definitions and symbols
8.3 Buckling-relevant boundary conditions
8.4 Buckling-relevant geometrical tolerances
8.5 Stress design
8.6 Design by global numerical LA or GNA analysis
8.7 Design by global numerical GMNA analysis
8.8 Design by global numerical GMNIA analysis
9 Fatigue limit state (LS4)
9.1 Design values of actions
9.2 Stress design
9.3 Design by global numerical LA or GNA analysis
ANNEX A (normative) Membrane theory stresses in shells
A.1 General
A.2 Unstiffened cylindrical shells
A.3 Unstiffened conical shells
A.4 Unstiffened spherical shells
ANNEX B (normative) Additional expressions for plastic
collapse resistances
B.1 General
B.2 Unstiffened cylindrical shells
B.3 Ring stiffened cylindrical shells
B.4 Junctions between shells
B.5 Circular plates with axisymmetric boundary conditions
ANNEX C (normative) Expressions for linear elastic membrane and
bending stresses
C.1 General
C.2 Clamped base unstiffened cylindrical shells
C.3 Pinned base unstiffened cylindrical shells
C.4 Internal conditions in unstiffened cylindrical shells
C.5 Ring stiffener on cylindrical shell
C.6 Circular plates with axisymmetric boundary conditions
ANNEX D (normative) Expressions for buckling design
D.1 Unstiffened cylindrical shells of constant wall
thickness
D.2 Unstiffened cylindrical shells of stepwise variable
wall thickness
D.3 Unstiffened conical shells
Applicable to the structural design of plated steel structures that have the form of a shell of revolution.
| DocumentType |
Standard
|
| Pages |
84
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Superseded
|
| SupersededBy |
| Standards | Relationship |
| ENV 1993-1-6 : DRAFT 1999 | Identical |
| ENV 1993-1-4 : DRAFT 96 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
| ENV 1993-4-1 : DRAFT 1999 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS, TANKS AND PIPELINES - SILOS |
| ENV 1993-2 : 1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES |
| ENV 1993-4-2 : DRAFT 1999 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-2: SILOS, TANKS AND PIPELINES - TANKS |
| ENV 1991-2-1 : DRAFT 1995 | EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - DENSITIES, SELF-WEIGHT AND IMPOSED LOADS |
| ENV 1991-4 : DRAFT 95 | EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS IN SILOS AND TANKS |
| ENV 1991-2-3 : 1995 | EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - SNOW LOADS |
| ENV 1991-1 : DRAFT 1994 | EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - BASIS OF DESIGN |
| ENV 1090-1 : DRAFT 1996 | EXECUTION OF STEEL STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS |
| ENV 1993-3-1 : 1997 | EUROCODE 3 DESIGN OF STEEL STRUCTURES - TOWERS, MASTS AND CHIMNEYS - TOWERS AND MASTS |
| ENV 1991-2-4 : 1995 | EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES - WIND ACTIONS (TOGETHER WITH UNITED KINGDOM NATIONAL APPLICATION DOCUMENT) |
| ENV 1993-1-3:1996/AC:1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - GENERAL RULES - SUPPLEMENTARY RULES FOR COLD FORMED THIN GAUGE MEMBERS AND SHEETING |
| ENV 1991-2-5 : DRAFT AUG 1997 | EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES - THERMAL ACTIONS |
| ENV 1993-1-1:1992/A2:1998 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS |
| ENV 1993-3-2 : DRAFT 97 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - TOWERS, MASTS AND CHIMNEYS - CHIMNEYS |
| ENV 1993-4-3 : DRAFT 1999 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-3: SILOS, TANKS AND PIPELINES - PIPELINES |
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