ENV 1993-1-6 : DRAFT 1999
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-6: GENERAL RULES - SUPPLEMENTARY RULES FOR THE SHELL STRUCTURES
02-01-2007
01-12-2013
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.
Committee |
TC 250
|
DocumentType |
Draft
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Superseded
|
Standards | Relationship |
DIN V ENV 1993-1-6:2002-05 | Identical |
NEN NVN ENV 1993-1-6 : 1999 | Identical |
I.S. ENV 1993-1-6:2000 | Identical |
NBN ENV 119993 1-6 : 1999 | Identical |
I.S. EN 10219-2:2006 | COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
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 |
I.S. ENV 1993-3-2:1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 3-2: TOWERS, MASTS AND CHIMNEYS - CHIMNEYS |
I.S. ENV 1993-4-3:2000 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-3: SILOS, TANKS AND PIPELINES - PIPELINES |
10/30219381 DC : 0 | BS EN 13084-7 - FREE-STANDING CHIMNEYS - PART 7: PRODUCT SPECIFICATIONS OF CYLINDRICAL STEEL FABRICATIONS FOR USE IN SINGLE WALL STEEL CHIMNEYS AND STEEL LINERS |
03/105149 DC : DRAFT MAR 2003 | PREN 14620-2 - DESIGN AND MANUFACTURE OF SITE BUILT, VERTICAL, CYLINDRICAL, FLAT-BOTTOMED STEEL TANKS FOR THE STORAGE OF REFRIGERATED, LIQUEFIED GASES WITH OPERATING TEMPERATURES BETWEEN -5 DEGREES C AND -165 DEGREES C - PART 2: METALLIC COMPONENTS |
EN 10219-2:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties |
PREN 14620-2 : DRAFT 2003 | DESIGN AND MANUFACTURE OF SITE BUILT, VERTICAL, CYLINDRICAL, FLAT-BOTTOMED STEEL TANKS FOR THE STORAGE OF REFRIGERATED, LIQUEFIED GASES WITH OPERATING TEMPERATURES BETWEEN -5 DEGREE C AND -165 DEGREE C - PART 2: METALLIC COMPONENTS |
UNI EN 10219-2 : 2006 | COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
BS EN 10219-2:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels Tolerances, dimensions and sectional properties |
BS EN 14620-2:2006 | Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0°C and -165°C Metallic components |
EN 14620-2:2006 | Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 °C and -165 °C - Part 2: Metallic components |
01/108802 DC : DRAFT DEC 2001 | BS EN 13084-7 - FREE-STANDING INDUSTRIAL CHIMNEYS - CYLINDRICAL STEEL FABRICATIONS FOR USE IN SINGLE WALL STEEL CHIMNEYS AND STEEL CHIMNEY LINERS - PRODUCT SPECIFICATION |
I.S. ENV 1993-4-1:2000 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS, TANKS AND PIPELINES - SILOS |
I.S. ENV 1993-4-2:2000 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-2: SILOS, TANKS AND PIPELINES - TANKS |
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