NZS 3404.1:2009 Looseleaf
Steel structures Standard - Materials, fabrication, and construction
NZS 3404.1 sets out minimum requirements for the selection of materials, corrosion protection systems, and the fabrication, erection and construction of steel structures. It will supersede the relevant provisions in NZS 3404:1997 and will be referenced by NZS 3404.2 to NZS 3404.7 once those parts are complete. This Standard applies to building structures; crane support girders; highway, railway and pedestrian bridges; and composite steel and concrete beams and columns. This Standard is supplied with loose pages with 4 holes punched, suitable for a ring binder with 4 rings.
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COMMITTEE REPRESENTATION
ACKNOWLEDGEMENT
COPYRIGHT
CONTENTS
REFERENCED DOCUMENTS
LATEST REVISIONS
REVIEW OF STANDARDS
Foreword
Outcome Statement
1 GENERAL
1.1 Scope
1.2 Use of this Standard as a means of compliance with the New ZealandBuilding Code (NZBC)
1.3 Interpretation
1.4 Definitions
1.5 Notation
1.6 Abbreviations
1.7 Design and documentation
1.8 Construction review
2 MATERIALS AND BRITTLE FRACTURE
2.1 Yield stress and tensile strength used in design
2.2 Structural steel
2.3 Fasteners
2.4 Steel castings
2.5 Concrete
2.6 Material selection to suppress brittle fracture
2.7 References to section 2
3 FABRICATION
3.1 Material
3.2 Fabrication procedures
3.3 Tolerances
3.4 Rejection of a fabricated item
3.5 References to section 3
4 ERECTION
4.1 General
4.2 Erection procedures
4.3 Tolerances
4.4 Grouting at supports
4.5 Rejection of an erected item
4.6 References to section 4
5 CORROSION PROTECTION
5.1 Scope
5.2 Protective coating system selection
5.3 Assessment of steel loss during design life
5.4 Inspection of coatings
5.5 Inaccessible surfaces
5.6 Protection during transport and handling after corrosion protection
5.7 Repairs to corrosion protection
5.8 References to section 5
6 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS)
6.1 Scope and requirements
6.2 Shop detail, arrangement, and erection drawings
6.3 Fabrication
6.4 Delivery of materials
6.5 Erection
7 MODIFICATION OF EXISTING STRUCTURES
7.1 General
7.2 Materials
7.3 Cleaning
7.4 Special provisions
7.5 References to section 7
8 INSPECTION OF WELDING AND BOLTING
8.1 Inspection of welding to AS/NZS 1554.1 and AS/NZS 1554.5
8.2 Inspection of bolted connections
8.3 Standard test for evaluation of slip factor
8.4 References to section 8
9 COMPOSITE CONSTRUCTION
9.1 Installation of stud shear connectors
9.2 Concrete encased steel columns
9.3 References to section 9
Appendix
A –Fracture control plan (FCP) for railway bridges
B –List of superseded clauses from NZS 3404.1 and NZS 3404.2:1997
Table
1 – Steel types for seismic members
2 – Steel type relationship to steel grade
3 – Category 1 and 2 seismic member material requirements
4 – Conforming steel types for highway or railway bridges
5 – Permissible service temperatures according to steel type and thickness
6 – Maximum cut surface roughness
7 – Fatigue detail classifications – Welded details to open sections
8 – Fatigue detail classifications – Welded hollow sections
9 – Tolerance on straightness of beams after fabrication
10 – Tolerance for plate elements
11 – Tolerance examination and checking requirements
12 – Minimum bolt tension for specialist property class 8.8 bolts to AS/NZS 1252
13 – Nut rotation from the snug-tight condition
14 – Surface specific corrosion categories
15 – Exposure conditions not covered by Table 14
16 – Internal steelwork – Coating required only for appearance, surface specific corrosivity category A
17 – Coatings for 15 years – Time to first maintenance, surface specific corrosivity category B
18 – Coatings for 15 years – Time to first maintenance, surface specific corrosivity category C
19 – Coatings for 15 years – Time to first maintenance, surface specific corrosivity category D
20 – Coatings for 15 years – Time to first maintenance, surface specific corrosivity category E-M
21 – Coatings for 25+ years – Time to first maintenance, surface specific corrosivity category B
22 – Coatings for 25+ years – Time to first maintenance, surface specific corrosivity category C
23 – Coatings for 25+ years – Time to first maintenance, surface specific corrosivity category D
24 – Coatings for 25+ years – Time to first maintenance, surface specific corrosivity category E-M
25 – Atmospheric corrosion rates for carbon steel in various surface specificatmospheric corrosivity categories
26 – Recommended protective coating systems for steel piles
27 – Architecturally exposed structural steel matrix
28 – Weld and tensioned bolt failure consequence category
29 – Seismic weld demand category
30 – Moment resisting frame weld demand designation
31 – EBF weld demand designation
32 – Thickness of plate requiring ultrasonic testing
33 – Extent of non-destructive examination for welds to AS/NZS 1554:Parts 1 and 5(visual means)
34 – Extent of non-destructive examination for welds to AS/NZS 1554:Part 1(ultrasonic or radiographic (UT), magnetic particle (MT), liquid penetrant (LP) 1)
Figure
1 – LODMAT isotherms
2 – Welding of continuity stiffeners in seismic members
3 – Full contact splices
4 – Tolerances on a cross section
5 – Tolerances on a web
6 – Tolerance on shape of a box section
7 – Tolerance on off-centre of a web
8 – Tolerance on out-of-flatness of a flange
9 – Measurement of camber and sweep
10 – Detail of off-centre location of anchor bolts for base plates ≤ 20 mm thick
11 – Detail of deviation of anchor bolt locations for base plates > 20 mm ordesignated items
12 – Plumbing of a compression member
13 – Column splice
14 – Deviation of vertical wall
15 – Pre-set wall bolt not prepared for adjustment
16 – Embedded cast-in fixing plates
17 – Permitted deviations for crane rails and runway beams
18 – Deviations in length (vertical section
19 – Deviations in height (vertical section)
20 – North Island corrosivity zone map
21 – South Island corrosivity zone map
22 – Auckland corrosivity zone map
23 – Wellington corrosivity zone map
24 – Christchurch corrosivity zone map
25 – Dunedin corrosivity zone map
26 – Moment resisting frame weld location diagram
27 – EBF weld location diagram
28 – Inspection access for ultrasonic inspection of fillet welds
29 – Location of k-area zone
30 – Standard test specimen
31 – Typically instrumented test assembly
32 – Detailing/design limitations on stud shear connectors with profiled steel deck
STANDARDS COUNCIL APPROVAL
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- B2
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References
Quality requirements for fusion welding of metallic materials - Elementary quality requirements
Related Information
A Code of Practice for the design and construction of vehicles for the bulk transportation of Class 6 toxic, Class 8 corrosive and Class 9 ecotoxic liquids by road HSNOCOP 39 - Revoked
Ministry: Environmental Protection Authority
Section: 2.7.3
Citation context:Fatigue of the tank wagon chassis mountings shall be included in the design of the tank wagon (i.e. by reducing areas of stress concentration) in accordance with the provisions of Section 10 of NZS 3404: Part 1 or similar standard. Section 5.2.3.4 of this code is applicable.
A Code of Practice for the design and construction of vehicles for the bulk transportation of Class 6 toxic, Class 8 corrosive and Class 9 ecotoxic liquids by road HSNOCOP 39 - Revoked
Ministry: Environmental Protection Authority
Section: 5.2.1
Citation context:The tank, its supports and connections shall be designed in accordance with NZS 3404 or AS 1664.2, taking into account the loadings below.
A Code of Practice for the design and construction of vehicles for the bulk transportation of Class 6 toxic, Class 8 corrosive and Class 9 ecotoxic liquids by road HSNOCOP 39 - Revoked
Ministry: Environmental Protection Authority
Section: 1.7 References
Citation context:NZS3404.1 and 2 Steel Structures Standard
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AS/NZS 1554.1:2014
Structural steel welding - Part 1: Welding of steel structures -
AS/NZS 1554.1:2014 A1
Structural steel welding - Part 1: Welding of steel structures: Amendment 1 -
AS/NZS 1554.1:2014 A2
Structural steel welding - Part 1: Welding of steel structures: Amendment 2 -
AS/NZS 1554.2:2003
Structural steel welding - Stud welding (steel studs to steel)
COMMITTEE REPRESENTATION
ACKNOWLEDGEMENT
COPYRIGHT
CONTENTS
REFERENCED DOCUMENTS
LATEST REVISIONS
REVIEW OF STANDARDS
Foreword
Outcome Statement
1 GENERAL
1.1 Scope
1.2 Use of this Standard as a means of compliance with the New ZealandBuilding Code (NZBC)
1.3 Interpretation
1.4 Definitions
1.5 Notation
1.6 Abbreviations
1.7 Design and documentation
1.8 Construction review
2 MATERIALS AND BRITTLE FRACTURE
2.1 Yield stress and tensile strength used in design
2.2 Structural steel
2.3 Fasteners
2.4 Steel castings
2.5 Concrete
2.6 Material selection to suppress brittle fracture
2.7 References to section 2
3 FABRICATION
3.1 Material
3.2 Fabrication procedures
3.3 Tolerances
3.4 Rejection of a fabricated item
3.5 References to section 3
4 ERECTION
4.1 General
4.2 Erection procedures
4.3 Tolerances
4.4 Grouting at supports
4.5 Rejection of an erected item
4.6 References to section 4
5 CORROSION PROTECTION
5.1 Scope
5.2 Protective coating system selection
5.3 Assessment of steel loss during design life
5.4 Inspection of coatings
5.5 Inaccessible surfaces
5.6 Protection during transport and handling after corrosion protection
5.7 Repairs to corrosion protection
5.8 References to section 5
6 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS)
6.1 Scope and requirements
6.2 Shop detail, arrangement, and erection drawings
6.3 Fabrication
6.4 Delivery of materials
6.5 Erection
7 MODIFICATION OF EXISTING STRUCTURES
7.1 General
7.2 Materials
7.3 Cleaning
7.4 Special provisions
7.5 References to section 7
8 INSPECTION OF WELDING AND BOLTING
8.1 Inspection of welding to AS/NZS 1554.1 and AS/NZS 1554.5
8.2 Inspection of bolted connections
8.3 Standard test for evaluation of slip factor
8.4 References to section 8
9 COMPOSITE CONSTRUCTION
9.1 Installation of stud shear connectors
9.2 Concrete encased steel columns
9.3 References to section 9
Appendix
A –Fracture control plan (FCP) for railway bridges
B –List of superseded clauses from NZS 3404.1 and NZS 3404.2:1997
Table
1 – Steel types for seismic members
2 – Steel type relationship to steel grade
3 – Category 1 and 2 seismic member material requirements
4 – Conforming steel types for highway or railway bridges
5 – Permissible service temperatures according to steel type and thickness
6 – Maximum cut surface roughness
7 – Fatigue detail classifications – Welded details to open sections
8 – Fatigue detail classifications – Welded hollow sections
9 – Tolerance on straightness of beams after fabrication
10 – Tolerance for plate elements
11 – Tolerance examination and checking requirements
12 – Minimum bolt tension for specialist property class 8.8 bolts to AS/NZS 1252
13 – Nut rotation from the snug-tight condition
14 – Surface specific corrosion categories
15 – Exposure conditions not covered by Table 14
16 – Internal steelwork – Coating required only for appearance, surface specific corrosivity category A
17 – Coatings for 15 years – Time to first maintenance, surface specific corrosivity category B
18 – Coatings for 15 years – Time to first maintenance, surface specific corrosivity category C
19 – Coatings for 15 years – Time to first maintenance, surface specific corrosivity category D
20 – Coatings for 15 years – Time to first maintenance, surface specific corrosivity category E-M
21 – Coatings for 25+ years – Time to first maintenance, surface specific corrosivity category B
22 – Coatings for 25+ years – Time to first maintenance, surface specific corrosivity category C
23 – Coatings for 25+ years – Time to first maintenance, surface specific corrosivity category D
24 – Coatings for 25+ years – Time to first maintenance, surface specific corrosivity category E-M
25 – Atmospheric corrosion rates for carbon steel in various surface specificatmospheric corrosivity categories
26 – Recommended protective coating systems for steel piles
27 – Architecturally exposed structural steel matrix
28 – Weld and tensioned bolt failure consequence category
29 – Seismic weld demand category
30 – Moment resisting frame weld demand designation
31 – EBF weld demand designation
32 – Thickness of plate requiring ultrasonic testing
33 – Extent of non-destructive examination for welds to AS/NZS 1554:Parts 1 and 5(visual means)
34 – Extent of non-destructive examination for welds to AS/NZS 1554:Part 1(ultrasonic or radiographic (UT), magnetic particle (MT), liquid penetrant (LP) 1)
Figure
1 – LODMAT isotherms
2 – Welding of continuity stiffeners in seismic members
3 – Full contact splices
4 – Tolerances on a cross section
5 – Tolerances on a web
6 – Tolerance on shape of a box section
7 – Tolerance on off-centre of a web
8 – Tolerance on out-of-flatness of a flange
9 – Measurement of camber and sweep
10 – Detail of off-centre location of anchor bolts for base plates ≤ 20 mm thick
11 – Detail of deviation of anchor bolt locations for base plates > 20 mm ordesignated items
12 – Plumbing of a compression member
13 – Column splice
14 – Deviation of vertical wall
15 – Pre-set wall bolt not prepared for adjustment
16 – Embedded cast-in fixing plates
17 – Permitted deviations for crane rails and runway beams
18 – Deviations in length (vertical section
19 – Deviations in height (vertical section)
20 – North Island corrosivity zone map
21 – South Island corrosivity zone map
22 – Auckland corrosivity zone map
23 – Wellington corrosivity zone map
24 – Christchurch corrosivity zone map
25 – Dunedin corrosivity zone map
26 – Moment resisting frame weld location diagram
27 – EBF weld location diagram
28 – Inspection access for ultrasonic inspection of fillet welds
29 – Location of k-area zone
30 – Standard test specimen
31 – Typically instrumented test assembly
32 – Detailing/design limitations on stud shear connectors with profiled steel deck
STANDARDS COUNCIL APPROVAL
- B1
- B2
NZS 3404.1:2009 Looseleaf
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.