I.S. ENV 1993-6:1999
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 6: CRANE SUPPORTING STRUCTURES
Hardcopy , PDF
12-10-2007
English
01-01-1999
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Foreword
1 General
1.1 Scope
1.2 Distinction between principles and application rules
1.3 References
1.4 Definitions
1.5 Symbols
1.6 Terminology
2 Basis of design
2.1 General
2.2 Assumptions
2.3 Reliability
2.4 Design working life
2.5 Actions
2.6 Static equilibrium
2.7 Dynamic stability under wind loads
2.8 Ultimate limit state checks
2.9 Serviceability limit state checks
2.10 Crane test loads
2.11 Clearances to cranes
2.12 Design assisted by testing
3 Materials
3.1 Structural steels
3.2 Rail steels
3.3 Stainless steels
3.4 Fasteners
3.5 Welding consumables
3.6 Special connecting devices for rails
4 Durability
4.1 General
4.2 Components with a limited service life
4.3 Quality assurance
4.4 Robustness
5 Basis for structural analysis
5.1 Modelling for structural analysis and resistance
5.2 Calculation models
5.3 Calculation of internal forces and moments
5.4 Local stresses due to wheel loads on the top flange
5.5 Local stresses in I-beams due to underslung trolleys
5.6 Fatigue stress spectra
6 Ultimate limit states
6.1 Basis
6.2 Classification of cross sections
6.3 Resistance of bottom flange to wheel loads
7 Serviceability limit states
7.1 Basis
7.2 Limitation of deformations
7.3 Limitation of stresses to ensure reversible behaviour
7.4 Limitation of web breathing
7.5 Oscillation
8 Special considerations
8.1 Web-to-flange welds
8.2 Rail joints and splices
8.3 Rail fixings
8.4 Support brackets
8.5 Surge girders
8.6 Surge connectors
8.7 Anchors
8.8 Contact pressure
9 Fatigue
9.1 General
9.2 Fatigue loading
9.3 Partial factors for fatigue verifications
9.4 Fatigue stress spectra
9.5 Fatigue assessment procedure
9.6 Fatigue resistance
9.7 Secondary moments in triangulated components
10 Execution
10.1 Requirements
10.2 Design information
10.3 Project specification
Annex A (informative) Information to be supplied
A.1 Crane runaways
A.2 Runaways for monorail hoist blocks
Annex B (informative) Execution aspects
B.1 General
B.2 Documentation
B.3 Fatigue-sensitive zones
B.4 Welding
B.5 Mechanical fastening
B.6 Erection
B.7 Erection tolerances
Annex C (normative) Lateral-torsional buckling
C.1 General
C.2 Simplified checks
C.3 Simplified assessments
Gives principles and application rules for the structural design of crane runaway beams and other crane supporting structures, including columns and other members made of steel.
| DocumentType |
Standard
|
| Pages |
56
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Superseded
|
| SupersededBy |
| Standards | Relationship |
| ENV 1993-6 : DRAFT 1999 | Identical |
| ENV 1993-1-4 : DRAFT 96 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
| EN 20286-2 : 1993 | ISO SYSTEM OF LIMITS AND FITS - TABLES OF STANDARD TOLERANCE GRADES AND LIMIT DEVIATIONS FOR HOLES AND SHAFTS |
| ENV 1993-2 : 1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES |
| EN 10137-1 : 1995 | PLATES AND WIDE FLATS MADE OF HIGH YIELD STRENGTH STRUCTURAL STEELS IN THE QUENCHED AND TEMPERED OR PRECIPITATION HARDENED CONDITIONS - GENERAL DELIVERY CONDITIONS |
| ENV 1991-5 : 1998 | EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES |
| ENV 1991-1 : DRAFT 1994 | EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - BASIS OF DESIGN |
| ISO 3898:2013 | Bases for design of structures — Names and symbols of physical quantities and generic quantities |
| ENV 1090-1 : DRAFT 1996 | EXECUTION OF STEEL STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS |
| EN 10025:1990/A1:1993 | HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - TECHNICAL DELIVERY CONDITIONS |
| ENV 1993-1-5 : DRAFT 97 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - GENERAL RULES - SUPPLEMENTARY RULES FOR PLANAR PLATED STRUCTURES WITHOUT TRANSVERSE LOADING |
| EN 10137-2 : 1995 | PLATES AND WIDE FLATS MADE OF HIGH YIELD STRENGTH STRUCTURAL STEELS IN THE QUENCHED AND TEMPERED OR PRECIPITATION HARDENED CONDITIONS - DELIVERY CONDITIONS FOR QUENCHED AND TEMPERED STEELS |
| EN 13001-2:2014 | Crane safety - General design - Part 2: Load actions |
| ENV 1090-5 : DRAFT 1998 | EXECUTION OF STEEL STRUCTURES - SUPPLEMENTARY RULES FOR BRIDGES |
| EN 13001-1:2015 | Cranes - General design - Part 1: General principles and requirements |
| ENV 1090-3 : DRAFT 1997 | EXECUTION OF STEEL STRUCTURES - PART 3: SUPPLEMENTARY RULES FOR HIGH YIELD STRENGTH STEELS |
| 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) |
| ISO 8930:1987 | General principles on reliability for structures List of equivalent terms |
| 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 1993-1-2 : DRAFT 95 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| ENV 1993-1-1:1992/A2:1998 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS |
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