Name: AS 3703.2-1989 - Long-span corrugated steel structures - Design and installation
Brand: Standards Australia

Preview

Long-span corrugated steel structures - Design and installation

Available format(s)

Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users

Language(s)

English

Published date

01-01-1989

Publisher

Standards Australia

Superseded date

22-05-2024

Superseded by

AS/NZS 2041.1:2011
AS/NZS 2041.2:2011

Add to Watchlist

Preview

£39.80

Excluding VAT

Summarise this standard

AI-generated summary

1 - AS 3703.2-1989 LONG-SPAN CORRUGATED STEEL STRUCTURES - DESIGN AND INSTALLATION
4 - PREFACE
5 - CONTENTS
6 - SECTION 1. SCOPE AND GENERAL
6 - 1.1 SCOPE.
6 - 1.2 REFERENCED DOCUMENTS.
6 - 1.3 DEFINITION.
6 - 1.4 NOTATION
8 - SECTION 2. DESIGN
8 - 2.1 GENERAL.
8 - 2.2 GEOMETRIC LIMITS.
8 - 2.3 DESIGN FACTORS.
8 - 2.4 DESIGN SOIL COMPACTION.
9 - 2.5 DESIGN PRESSURE.
9 - 2.6 RING COMPRESSION.
9 - 2.7 STRESSES.
9 - 2.8 THICKNESS.
10 - 2.9 MINIMUM REQUIREMENTS.
10 - 2.9.1 Thickness.
10 - 2.9.2 Cover.
10 - 2.10 SEAM STRENGTH.
10 - 2.11 END TREATMENT.
10 - 2.11.1 General.
10 - 2.11.2 End stiffening collars.
12 - SECTION 3. INSTALLATION
12 - 3.1 GENERAL.
12 - 3.2 ASSEMBLY.
12 - 3.3 MINIMUM SPACING FOR MULTIPLE INSTALLATIONS.
12 - 3.4 METHOD OF INSTALLATION.
12 - 3.4.1 Installation in trench.
12 - 3.4.2 Installation in fill.
12 - 3.5 FOUNDATION PREPARATION.
12 - 3.5.1 Horizontal ellipses and inverted pear shapes.
12 - 3.5.2 High profile, low profile, and pear arches.
12 - 3.6 PLATE ASSEMBLY.
12 - 3.6.1 General.
12 - 3.6.2 Bolt torque.
12 - 3.6.3 Shape tolerances.
12 - 3.7 BACKFILLING.
12 - 3.7.1 Material.
12 - 3.7.2 Placement.
13 - 3.8 FINAL STRUCTURE SHAPE.
13 - 3.9 CORROSION PROTECTION.
14 - APPENDIX A - RAILWAY M250 LIVE LOAD * PLUS IMPACT PRESSURE ON THE STRUCTURE
15 - APPENDIX B - HIGHWAY T44-A14 LIVE LOAD * PLUS IMPACT PRESSURE ON THE STRUCTURE
16 - APPENDIX C - REFERENCE TABLES BASED ON RAILWAY LOADING (M250)
19 - APPENDIX D - REFERENCE TABLES BASED ON HIGHWAY LOADING (T44- A14)
22 - APPENDIX E - CORROSION OF CORRUGATED METAL STRUCTURES

Sets out requirements for the design and installation of long-span corrugated steel structures. Design requirements include soil compaction, design pressure, stresses, thickness of metal, seam strength and minima for metal thickness and cover. Installation requirements include foundation preparation, plate assembly, backfilling, and corrosion protection. Appendices tabulate cover limits and bolting for railway loading (M250) and highway loading (T44-A14) for the various structures.

Committee	CE-025
DocumentType	Standard
ISBN	0 7262 5821 0
Pages	17
PublisherName	Standards Australia
Status	Superseded
SupersededBy	AS/NZS 2041.1:2011 AS/NZS 2041.2:2011
Supersedes	DR 88037
UnderRevision	DR 10016 CP DR 04421 CP DR 10015 CP

This Standard sets out requirements for a design method and the installation procedure for long-span corrugated steel structures with longitudinal stiffeners, including horizontal ellipses, inverted pear shapes, high profile arches, low profile arches, pear arches, and special shapes, having dimensions within the limits specified in Clause 2.2.This Standard does not cover the design of longitudinal stiffeners, footings, and end stiffening collars.NOTE: Requirements for the materials and manufacture of these structures are specified in AS 3703.1.

Under Revision se DR 02334 and DR 02335

⚠

A newer version of this standard is available.

View Current Edition View Current Edition

£39.80

Excluding VAT

Product format

I agree to the DRM document license rules apply against the PDF selection made.

Please confirm that you agree to the document license rules for this document.

I agree to the document license rules .

Please confirm that you agree to the document license rules for this document.

Shopping Cart

AS 3703.2-1989

Long-span corrugated steel structures - Design and installation

Table of Contents

Abstract

General Product Information

Scope

History

Standards Referenced By This Book

Standards Referencing This Book

Industry

Sub-Industry