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I.S. ENV 1993-6:1999

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 6: CRANE SUPPORTING STRUCTURES
Available format(s)

Hardcopy , PDF

Superseded date

12-10-2007

Language(s)

English

Published date

01-01-1999

Preview

For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.

Only cited Standards give presumption of conformance to New Approach Directives/Regulations.

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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