AS/NZS 4600 Supplement 1:1998
Cold-formed steel structures - Commentary
Provides background information and guidance to the requirements of AS/NZS 4600:1996.
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AS/NZS 4600 Supp1:1998 COLD-FORMED STEEL STRUCTURES - COMMENTARY (SUPPLEMENT 1 TO AS/NZS 4600:1996)
PREFACE
CONTENTS
INTRODUCTION
SECTION C1 SCOPE AND GENERAL
C1.1 SCOPE
C1.2 REFERENCED DOCUMENTS
C1.3 DEFINITIONS
C1.3.13 Distortional buckling
C1.3.14 Effective design width
C1.3.17 Flexural-torsional buckling
C1.3.19 Limit state
C1.3.23 Multiple-stiffened elements
C1.3.38 Stiffened or partially stiffened compression elements
C1.3.46 Thickness
C1.3.49 Unstiffened compression element
C1.4 NOTATION
C1.5 MATERIALS
C1.5.1 Structural steel
C1.5.2 Design stresses
C1.5.3 Fasteners and electrodes
C1.6 DESIGN REQUIREMENTS
C1.6.1 Loads and load combinations
C1.6.2 Structural analyses and design
C1.7 NON-CONFORMING SHAPES AND CONSTRUCTION
SECTION C2 ELEMENTS
C2.1 SECTION PROPERTIES
C2.1.1 General
C2.1.2 Design procedures
C2.1.3 Dimensional limits
C2.2 EFFECTIVE WIDTHS OF STIFFENED ELEMENTS
C2.2.1 Uniformly compressed stiffened elements
C2.2.2 Uniformly compressed stiffened elements with circular holes
C2.2.3 Stiffened elements with stress gradient
C2.3 EFFECTIVE WIDTHS OF UNSTIFFENED ELEMENTS
C2.3.1 Uniformly compressed unstiffened elements
C2.3.2 Unstiffened elements and edge stiffeners with stress gradient
C2.4 EFFECTIVE WIDTHS OF UNIFORMLY COMPRESSED ELEMENTS WITH AN EDGE STIFFENER OR ONE INTERMEDIATE STIFFENER
C2.4.2 Elements with an intermediate stiffener
C2.4.3 Elements with an edge stiffener
C2.5 EFFECTIVE WIDTHS OF EDGE-STIFFENED ELEMENTS WITH ONE OR MORE INTERMEDIATE STIFFENERS OR STIFFENED ELEMENTS WITH MORE....
C2.6 ARCHED COMPRESSION ELEMENTS
C2.7 STIFFENERS
C2.7.1 Transverse stiffeners
C2.7.2 Shear stiffeners
C2.7.3 Non-conforming stiffeners
SECTION C3 MEMBERS
INTRODUCTION
C3.1 GENERAL
C3.2 MEMBERS SUBJECT TO TENSION
C3.3 MEMBERS SUBJECT TO BENDING
C3.3.1 Bending moment
C3.3.2 Nominal section moment capacity
C3.3.3 Nominal member moment capacity
C3.3.4 Shear
C3.3.5 Combined bending and shear
C3.3.6 Bearing
C3.3.7 Combined bending and bearing
C3.4 CONCENTRICALLY LOADED COMPRESSION MEMBERS
C3.4.2 Sections not subject to torsional or flexural-torsional buckling
C3.4.3 Doubly- or singly-symmetric sections subject to torsional or flexural-torsional buckling
C3.4.4 Point-symmetric sections
C3.4.5 Non-symmetric sections
C3.4.6 Singly-symmetric sections subject to distortional buckling
C3.4.7 Columns with one flange through-fastened to sheeting
C3.5 COMBINED AXIAL LOAD AND BENDING
C3.5.1 Combined axial compressive load and bending
C3.5.2 Combined axial tensile load and bending
C3.6 CYLINDRICAL TUBULAR MEMBERS
C3.6.2 Bending
C3.6.3 Compression
C3.6.4 Combined bending and compression
SECTION C4 STRUCTURAL ASSEMBLIES
C4.1 BUILT-UP SECTIONS
C4.1.1 I-sections composed of two channels
C4.1.2 Cover plates, sheets or non-integral stiffeners in compression
C4.2 MIXED SYSTEMS
C4.3 LATERAL RESTRAINTS
C4.3.2 Symmetrical beams and columns
C4.3.3 Channel and Z-section beams
C4.4 WALL STUDS AND WALL STUD ASSEMBLIES
SECTION C5 CONNECTIONS
C5.1 GENERAL
C5.2 WELDED CONNECTIONS
C5.2.2 Butt welds
C5.2.3 Fillet welds
C5.2.4 Arc spot welds (puddle welds)
C5.2.5 Arc seam welds
C5.2.6 Flare welds
C5.2.7 Resistance welds
C5.3 BOLTED CONNECTIONS
C5.3.2 Tearout
C5.3.3 Net section tension
C5.3.4 Bearing
C5.3.5 Bolts
C5.4 SCREWED CONNECTIONS
C5.4.1 General
C5.4.2 Screwed connections in shear
C5.4.3 Screwed connections in tension
C5.5 BLIND RIVETED CONNECTIONS
C5.6 RUPTURE
C5.6.1 Shear rupture
C5.6.3 Block shear rupture
SECTION C6 TESTING
C6.1 TESTING FOR DETERMINING MATERIAL PROPERTIES
C6.1.1 Testing of unformed steel
C6.1.2 Compression testing
C6.1.3 Testing of full sections
C6.1.4 Testing of flat coupons of formed members
C6.1.5 Testing for determining section properties
C6.1.6 Testing of single-point fastener connections
C6.2 TESTING FOR ASSESSMENT OR VERIFICATION
C6.2.1 General
C6.2.2 Static tests for strength or serviceability
APPENDIX A - REFERENCED DOCUMENTS
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AS/NZS 4600 Supp1:1998 COLD-FORMED STEEL STRUCTURES - COMMENTARY (SUPPLEMENT 1 TO AS/NZS 4600:1996)
PREFACE
CONTENTS
INTRODUCTION
SECTION C1 SCOPE AND GENERAL
C1.1 SCOPE
C1.2 REFERENCED DOCUMENTS
C1.3 DEFINITIONS
C1.3.13 Distortional buckling
C1.3.14 Effective design width
C1.3.17 Flexural-torsional buckling
C1.3.19 Limit state
C1.3.23 Multiple-stiffened elements
C1.3.38 Stiffened or partially stiffened compression elements
C1.3.46 Thickness
C1.3.49 Unstiffened compression element
C1.4 NOTATION
C1.5 MATERIALS
C1.5.1 Structural steel
C1.5.2 Design stresses
C1.5.3 Fasteners and electrodes
C1.6 DESIGN REQUIREMENTS
C1.6.1 Loads and load combinations
C1.6.2 Structural analyses and design
C1.7 NON-CONFORMING SHAPES AND CONSTRUCTION
SECTION C2 ELEMENTS
C2.1 SECTION PROPERTIES
C2.1.1 General
C2.1.2 Design procedures
C2.1.3 Dimensional limits
C2.2 EFFECTIVE WIDTHS OF STIFFENED ELEMENTS
C2.2.1 Uniformly compressed stiffened elements
C2.2.2 Uniformly compressed stiffened elements with circular holes
C2.2.3 Stiffened elements with stress gradient
C2.3 EFFECTIVE WIDTHS OF UNSTIFFENED ELEMENTS
C2.3.1 Uniformly compressed unstiffened elements
C2.3.2 Unstiffened elements and edge stiffeners with stress gradient
C2.4 EFFECTIVE WIDTHS OF UNIFORMLY COMPRESSED ELEMENTS WITH AN EDGE STIFFENER OR ONE INTERMEDIATE STIFFENER
C2.4.2 Elements with an intermediate stiffener
C2.4.3 Elements with an edge stiffener
C2.5 EFFECTIVE WIDTHS OF EDGE-STIFFENED ELEMENTS WITH ONE OR MORE INTERMEDIATE STIFFENERS OR STIFFENED ELEMENTS WITH MORE....
C2.6 ARCHED COMPRESSION ELEMENTS
C2.7 STIFFENERS
C2.7.1 Transverse stiffeners
C2.7.2 Shear stiffeners
C2.7.3 Non-conforming stiffeners
SECTION C3 MEMBERS
INTRODUCTION
C3.1 GENERAL
C3.2 MEMBERS SUBJECT TO TENSION
C3.3 MEMBERS SUBJECT TO BENDING
C3.3.1 Bending moment
C3.3.2 Nominal section moment capacity
C3.3.3 Nominal member moment capacity
C3.3.4 Shear
C3.3.5 Combined bending and shear
C3.3.6 Bearing
C3.3.7 Combined bending and bearing
C3.4 CONCENTRICALLY LOADED COMPRESSION MEMBERS
C3.4.2 Sections not subject to torsional or flexural-torsional buckling
C3.4.3 Doubly- or singly-symmetric sections subject to torsional or flexural-torsional buckling
C3.4.4 Point-symmetric sections
C3.4.5 Non-symmetric sections
C3.4.6 Singly-symmetric sections subject to distortional buckling
C3.4.7 Columns with one flange through-fastened to sheeting
C3.5 COMBINED AXIAL LOAD AND BENDING
C3.5.1 Combined axial compressive load and bending
C3.5.2 Combined axial tensile load and bending
C3.6 CYLINDRICAL TUBULAR MEMBERS
C3.6.2 Bending
C3.6.3 Compression
C3.6.4 Combined bending and compression
SECTION C4 STRUCTURAL ASSEMBLIES
C4.1 BUILT-UP SECTIONS
C4.1.1 I-sections composed of two channels
C4.1.2 Cover plates, sheets or non-integral stiffeners in compression
C4.2 MIXED SYSTEMS
C4.3 LATERAL RESTRAINTS
C4.3.2 Symmetrical beams and columns
C4.3.3 Channel and Z-section beams
C4.4 WALL STUDS AND WALL STUD ASSEMBLIES
SECTION C5 CONNECTIONS
C5.1 GENERAL
C5.2 WELDED CONNECTIONS
C5.2.2 Butt welds
C5.2.3 Fillet welds
C5.2.4 Arc spot welds (puddle welds)
C5.2.5 Arc seam welds
C5.2.6 Flare welds
C5.2.7 Resistance welds
C5.3 BOLTED CONNECTIONS
C5.3.2 Tearout
C5.3.3 Net section tension
C5.3.4 Bearing
C5.3.5 Bolts
C5.4 SCREWED CONNECTIONS
C5.4.1 General
C5.4.2 Screwed connections in shear
C5.4.3 Screwed connections in tension
C5.5 BLIND RIVETED CONNECTIONS
C5.6 RUPTURE
C5.6.1 Shear rupture
C5.6.3 Block shear rupture
SECTION C6 TESTING
C6.1 TESTING FOR DETERMINING MATERIAL PROPERTIES
C6.1.1 Testing of unformed steel
C6.1.2 Compression testing
C6.1.3 Testing of full sections
C6.1.4 Testing of flat coupons of formed members
C6.1.5 Testing for determining section properties
C6.1.6 Testing of single-point fastener connections
C6.2 TESTING FOR ASSESSMENT OR VERIFICATION
C6.2.1 General
C6.2.2 Static tests for strength or serviceability
APPENDIX A - REFERENCED DOCUMENTS
AS/NZS 4600 Supplement 1:1998
Online Library subscription information
Online library subscriptions provide a cost-effective solution for organisations of any size to access the latest standards, offering 24/7 access to a personalised catalogue. The service ensures subscribers have have the most up-to-date version of selected standards, incluing automatic updates for any amendments or versions. Pricing is dependent on the chosen standards and the number of concurrent users, with discounts applied from the standards PDF price. For customised subscriptions or further inquiries, contact the Online Library team.