AS/NZS 1664.1:1997
Aluminium structures - Limit state design
Specifies requirements for the design of aluminium building type structural load-carrying members and elements using the limit state design criteria (LSD).
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AS/NZS 1664.1:1997 ALUMINIUM STRUCTURES - LIMIT STATE DESIGN
PREFACE
CONTENTS
SECTION 1 GENERAL
1.1 SCOPE
1.2 MATERIALS
1.3 FACTORED LIMIT STATE STRESSES
1.4 REFERENCED DOCUMENTS
SECTION 2 DESIGN PROCEDURE
2.1 PROPERTIES OF SECTIONS
2.2 PROCEDURE
2.3 LOADING
2.4 LOAD COMBINATIONS AND LOAD FACTORS
2.5 EARTHQUAKE
SECTION 3 GENERAL DESIGN RULES
3.1 INTRODUCTION
3.2 NOMENCLATURE
3.3 TABLES RELATING TO MECHANICAL PROPERTIES AND BUCKLING CONSTANTS
3.4 FACTORED LIMIT STATE STRESSES
3.4.1 General
3.4.2 Tension, axial, net section
3.4.3 Tension in extreme fibres of beams—structural shapes bent about strong axis, rectangular tubes
3.4.4 Tension in extreme fibres of beams round or oval tubes
3.4.5 Tension in extreme fibres of beams—shapes bent about weak axis, rectangular bars, solid round bars and plates
3.4.6 Bearing on rivets and bolts
3.4.7 Bearing on flat surfaces and pins and on bolts in slotted holes
3.4.8 Compression in columns, axial, gross section
3.4.9 Uniform compression in components of columns—buckling axis
3.4.10 Uniform compression in components of columns, gross section—flat plates
3.4.11 Uniform compression in components of columns, gross section—curved plates supported on both edges, walls of round or oval
3.4.12 Compression in beams, extreme fibre, gross section—single web beams bent about strong axis
3.4.13 Compression in beams, extreme fibre, gross section—round or oval tubes
3.4.14 Compression in beams, extreme fibre, gross section—solid rectangular and round section beams
3.4.15 Compression in beams, extreme fibre, gross section—rectangular tubes, box sections and beams having sections containing
3.4.16 Compression in components of beams (component under uniform compression), gross section—flat plates supported along one
3.4.17 Compression in components of beams (component under uniform compression), gross section—flat plates with both edges
3.4.18 Uniform compression in components of beams curved plates with both edges supported
3.4.19 Uniform compression in components of beams flat plates with one edge supported and other edge with stiffener
3.4.20 Uniform compression in components of beams—flat plates with both edges supported and with an intermediate stiffener
3.4.21 Compression in components of beams (component under bending in own plane), gross section flat plates with compression edge free, tension edge supported
3.4.22 Compression in components of beams (component under bending in own plane), gross section flat plates with both edges supported
3.4.23 Compression in components of beams (component under bending in own plane), gross section flat plates with horizontal stiffener, both edges supported
3.4.24 Shear in webs—unstiffened flat webs
3.4.25 Shear in webs—stiffened flat webs
SECTION 4 SPECIAL DESIGN RULES
4.1 COMBINED AXIAL LOAD AND BENDING
4.1.1 Combined compression and bending
4.1.2 Combined tension and bending
4.2 TORSION AND SHEAR IN TUBES
4.3 TORSION AND BENDING IN OPEN SHAPES
4.4 COMBINED SHEAR, COMPRESSION AND BENDING
4.5 HORIZONTAL STIFFENERS FOR WEBS
4.6 VERTICAL STIFFENERS FOR SHEAR WEBS
4.7 EFFECTS OF LOCAL BUCKLING ON MEMBER PERFORMANCE
4.7.1 Local buckling stresses
4.7.2 Weighted average limit state compressive stress
4.7.3 Weighted average limit state tensile stress
4.7.4 Effect of local buckling on column strength
4.7.5 Effect of local buckling on beam strength
4.7.6 Effective width for calculation of bending deflection
4.7.7 Web crippling of flat webs
4.7.8 Combined web crippling and bending for flat webs
4.8 FATIGUE
4.8.1 General
4.8.2 Constant amplitude loading
4.8.3 Variable amplitude loading
4.9 COMPRESSION IN SINGLE WEB BEAMS AND BEAMS HAVING SECTIONS CONTAINING TUBULAR PORTIONS
4.9.1 General
4.9.2 Doubly symmetric sections and sections symmetric about the bending axis
4.9.3 Singly symmetric sections unsymmetric about the bending axis
4.9.4 Singly symmetric sections symmetric or unsymmetric about the bending axis, doubly symmetric sections and sections without
4.9.5 Lateral buckling coefficients
4.10 COMPRESSION IN ELASTICALLY SUPPORTED FLANGES
SECTION 5 MECHANICAL CONNECTIONS
5.1 BOLTED AND RIVETED CONNECTIONS
5.1.1 General
5.1.2 Factored limit state loads
5.1.3 Effective diameter
5.1.4 Shear area
5.1.5 Bearing area
5.1.6 Arrangements and strength of connections
5.1.7 Net section
5.1.8 Effective sections of angles
5.1.9 Grip of rivets, screws and bolts
5.1.10 Spacing of rivets, screws and bolts
5.1.11 Spacing of stitch rivets, screws and bolts in webs
5.1.12 Edge distance of rivets, screws or bolts
5.1.13 Blind rivets
5.1.14 Hollow-end (semi-tubular) rivets
5.1.15 Steel rivets
5.1.16 Lock bolts
5.1.17 Steel bolts
5.2 METAL STITCHING STAPLES
5.3 SELF TAPPING SCREW CONNECTIONS
5.3.1 Notation
5.3.2 Shear
5.3.3 Tension
SECTION 6 FABRICATION
6.1 LAYING OUT
6.2 CUTTING
6.3 HEATING
6.4 PUNCHING, DRILLING AND REAMING
6.5 RIVETING
6.5.1 Driven head
6.5.2 Hole filling
6.5.3 Defective rivets
6.6 PAINTING
6.6.1 General
6.6.2 Contact with dissimilar materials
6.6.3 Over-all painting
6.7 CLEANING AND TREATMENT OF METAL SURFACES
SECTION 7 WELDED CONSTRUCTION
7.1 LIMIT STATE STRESSES FOR WELDED MEMBERS
7.2 FILLER WIRE
7.3 MEMBERS WITH LONGITUDINAL WELDS
7.4 MEMBERS WITH TRANSVERSE WELDS
7.5 WELDING FABRICATION
SECTION 8 TESTING
8.1 SCOPE AND GENERAL
8.1.1 General
8.1.2 Scope of section
8.2 DEFINITIONS
8.2.1 Proof testing
8.2.2 Prototype testing
8.3 TEST REQUIREMENTS
8.4 TESTS FOR DETERMINING MATERIAL PROPERTIES
8.5 PROOF TESTING
8.5.1 Application
8.5.2 Test load
8.5.3 Criteria for acceptance
8.6 PROTOTYPE TESTING
8.6.1 Test specimen
8.6.2 Test load
8.6.3 Criteria for acceptance
8.6.4 Acceptance of production specimens
8.7 REPORTING OF TEST RESULTS
Amendments
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Related Information
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Ministry: Environmental Protection Authority
Section: 1.7 References
Citation context:AS/NZS 1664.1:1997 Aluminium structures - Limit state design
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Section: VM1
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Citation context:Refers to 1664.1:1997(AS/NZS)A1.
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Citation context:AS/NZS 1664.1:1997 Aluminium structures – Limit state design
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Section: 3.1
Citation context:DESIGN ACTIONS a. The tank and its attachments (not the mountings) are designed to withstand a minimum design action of twice that due to the tank and maximum cargo when upright, inverted or rotated about the longitudinal axis and resting on either side. The density of the cargo or a value of 1,000 kg/m3, whichever is the greater, is to be used for calculations. The tank must not have any visible leak when in the upright position or must not leak at a rate of more than 0.3 L per day when inverted or rotated 90°. b. The tank, its supports and connections are designed in accordance with: – AS/NZS 1664.1:1997 Aluminium structures – Limit state design, or...
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AS/NZS 1664.1:1997 ALUMINIUM STRUCTURES - LIMIT STATE DESIGN
PREFACE
CONTENTS
SECTION 1 GENERAL
1.1 SCOPE
1.2 MATERIALS
1.3 FACTORED LIMIT STATE STRESSES
1.4 REFERENCED DOCUMENTS
SECTION 2 DESIGN PROCEDURE
2.1 PROPERTIES OF SECTIONS
2.2 PROCEDURE
2.3 LOADING
2.4 LOAD COMBINATIONS AND LOAD FACTORS
2.5 EARTHQUAKE
SECTION 3 GENERAL DESIGN RULES
3.1 INTRODUCTION
3.2 NOMENCLATURE
3.3 TABLES RELATING TO MECHANICAL PROPERTIES AND BUCKLING CONSTANTS
3.4 FACTORED LIMIT STATE STRESSES
3.4.1 General
3.4.2 Tension, axial, net section
3.4.3 Tension in extreme fibres of beams—structural shapes bent about strong axis, rectangular tubes
3.4.4 Tension in extreme fibres of beams round or oval tubes
3.4.5 Tension in extreme fibres of beams—shapes bent about weak axis, rectangular bars, solid round bars and plates
3.4.6 Bearing on rivets and bolts
3.4.7 Bearing on flat surfaces and pins and on bolts in slotted holes
3.4.8 Compression in columns, axial, gross section
3.4.9 Uniform compression in components of columns—buckling axis
3.4.10 Uniform compression in components of columns, gross section—flat plates
3.4.11 Uniform compression in components of columns, gross section—curved plates supported on both edges, walls of round or oval
3.4.12 Compression in beams, extreme fibre, gross section—single web beams bent about strong axis
3.4.13 Compression in beams, extreme fibre, gross section—round or oval tubes
3.4.14 Compression in beams, extreme fibre, gross section—solid rectangular and round section beams
3.4.15 Compression in beams, extreme fibre, gross section—rectangular tubes, box sections and beams having sections containing
3.4.16 Compression in components of beams (component under uniform compression), gross section—flat plates supported along one
3.4.17 Compression in components of beams (component under uniform compression), gross section—flat plates with both edges
3.4.18 Uniform compression in components of beams curved plates with both edges supported
3.4.19 Uniform compression in components of beams flat plates with one edge supported and other edge with stiffener
3.4.20 Uniform compression in components of beams—flat plates with both edges supported and with an intermediate stiffener
3.4.21 Compression in components of beams (component under bending in own plane), gross section flat plates with compression edge free, tension edge supported
3.4.22 Compression in components of beams (component under bending in own plane), gross section flat plates with both edges supported
3.4.23 Compression in components of beams (component under bending in own plane), gross section flat plates with horizontal stiffener, both edges supported
3.4.24 Shear in webs—unstiffened flat webs
3.4.25 Shear in webs—stiffened flat webs
SECTION 4 SPECIAL DESIGN RULES
4.1 COMBINED AXIAL LOAD AND BENDING
4.1.1 Combined compression and bending
4.1.2 Combined tension and bending
4.2 TORSION AND SHEAR IN TUBES
4.3 TORSION AND BENDING IN OPEN SHAPES
4.4 COMBINED SHEAR, COMPRESSION AND BENDING
4.5 HORIZONTAL STIFFENERS FOR WEBS
4.6 VERTICAL STIFFENERS FOR SHEAR WEBS
4.7 EFFECTS OF LOCAL BUCKLING ON MEMBER PERFORMANCE
4.7.1 Local buckling stresses
4.7.2 Weighted average limit state compressive stress
4.7.3 Weighted average limit state tensile stress
4.7.4 Effect of local buckling on column strength
4.7.5 Effect of local buckling on beam strength
4.7.6 Effective width for calculation of bending deflection
4.7.7 Web crippling of flat webs
4.7.8 Combined web crippling and bending for flat webs
4.8 FATIGUE
4.8.1 General
4.8.2 Constant amplitude loading
4.8.3 Variable amplitude loading
4.9 COMPRESSION IN SINGLE WEB BEAMS AND BEAMS HAVING SECTIONS CONTAINING TUBULAR PORTIONS
4.9.1 General
4.9.2 Doubly symmetric sections and sections symmetric about the bending axis
4.9.3 Singly symmetric sections unsymmetric about the bending axis
4.9.4 Singly symmetric sections symmetric or unsymmetric about the bending axis, doubly symmetric sections and sections without
4.9.5 Lateral buckling coefficients
4.10 COMPRESSION IN ELASTICALLY SUPPORTED FLANGES
SECTION 5 MECHANICAL CONNECTIONS
5.1 BOLTED AND RIVETED CONNECTIONS
5.1.1 General
5.1.2 Factored limit state loads
5.1.3 Effective diameter
5.1.4 Shear area
5.1.5 Bearing area
5.1.6 Arrangements and strength of connections
5.1.7 Net section
5.1.8 Effective sections of angles
5.1.9 Grip of rivets, screws and bolts
5.1.10 Spacing of rivets, screws and bolts
5.1.11 Spacing of stitch rivets, screws and bolts in webs
5.1.12 Edge distance of rivets, screws or bolts
5.1.13 Blind rivets
5.1.14 Hollow-end (semi-tubular) rivets
5.1.15 Steel rivets
5.1.16 Lock bolts
5.1.17 Steel bolts
5.2 METAL STITCHING STAPLES
5.3 SELF TAPPING SCREW CONNECTIONS
5.3.1 Notation
5.3.2 Shear
5.3.3 Tension
SECTION 6 FABRICATION
6.1 LAYING OUT
6.2 CUTTING
6.3 HEATING
6.4 PUNCHING, DRILLING AND REAMING
6.5 RIVETING
6.5.1 Driven head
6.5.2 Hole filling
6.5.3 Defective rivets
6.6 PAINTING
6.6.1 General
6.6.2 Contact with dissimilar materials
6.6.3 Over-all painting
6.7 CLEANING AND TREATMENT OF METAL SURFACES
SECTION 7 WELDED CONSTRUCTION
7.1 LIMIT STATE STRESSES FOR WELDED MEMBERS
7.2 FILLER WIRE
7.3 MEMBERS WITH LONGITUDINAL WELDS
7.4 MEMBERS WITH TRANSVERSE WELDS
7.5 WELDING FABRICATION
SECTION 8 TESTING
8.1 SCOPE AND GENERAL
8.1.1 General
8.1.2 Scope of section
8.2 DEFINITIONS
8.2.1 Proof testing
8.2.2 Prototype testing
8.3 TEST REQUIREMENTS
8.4 TESTS FOR DETERMINING MATERIAL PROPERTIES
8.5 PROOF TESTING
8.5.1 Application
8.5.2 Test load
8.5.3 Criteria for acceptance
8.6 PROTOTYPE TESTING
8.6.1 Test specimen
8.6.2 Test load
8.6.3 Criteria for acceptance
8.6.4 Acceptance of production specimens
8.7 REPORTING OF TEST RESULTS
Amendments
AS/NZS 1664.1:1997
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.