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1、AS/NZS 1100.501:2002 Australian/New Zealand Standard Technical drawing Part 501: Structural engineering drawing AS/NZS 1100.501 Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 06 Nov 2008 AS/NZS 1100.501:2002 This Joint Australian/New Zealand Standard was prepared by Joint Technical Committee ME-072, T
2、echnical Drawing. It was approved on behalf of the Council of Standards Australia on 22 June 2001 and on behalf of the Council of Standards New Zealand on 3 December 2001. It was published on 29 January 2002. The following interests are represented on Committee ME-072: Australian Chamber of Commerce
3、 and Industry Australian Institute of Quantity Surveyors AUSTROADS Department for Employment, Training and Further Education (South Australia) Department of Defence (Australia) Design Association of New Zealand Institute for Drafting and Design Australia Institute of Industrial Arts Master Builders
4、Australia Steel Reinforcement Institute of Australia TAFE, NSW University of Melbourne Keeping Standards up-to-date Standards are living documents which reflect progress in science, technology and systems. To maintain their currency, all Standards are periodically reviewed, and new editions are publ
5、ished. Between editions, amendments may be issued. Standards may also be withdrawn. It is important that readers assure themselves they are using a current Standard, which should include any amendments which may have been published since the Standard was purchased. Detailed information about joint A
6、ustralian/New Zealand Standards can be found by visiting the Standards Australia web site at .au or Standards New Zealand web site at www.standards.co.nz and looking up the relevant Standard in the on-line catalogue. Alternatively, both organizations publish an annual printed Catalogue with full det
7、ails of all current Standards. For more frequent listings or notification of revisions, amendments and withdrawals, Standards Australia and Standards New Zealand offer a number of update options. For information about these services, users should contact their respective national Standards organizat
8、ion. We also welcome suggestions for improvement in our Standards, and especially encourage readers to notify us immediately of any apparent inaccuracies or ambiguities. Please address your comments to the Chief Executive of either Standards Australia International or Standards New Zealand at the ad
9、dress shown on the back cover. This Standard was issued in draft form for comment as DR 96489. Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 06 Nov 2008 AS/NZS 1100.501:2002 Australian/New Zealand Standard Technical drawing Part 501: Structural engineering drawing Originated as AS 1100.5011985. Joint
10、ly revised and designated as AS/NZS 1100.501:2002. COPYRIGHT Standards Australia/Standards New Zealand All rights are reserved. No part of this work may be reproduced or copied in any form or by any means, electronic or mechanical, including photocopying, without the written permission of the publis
11、her. Jointly published by Standards Australia International Ltd, GPO Box 5420, Sydney, NSW 2001 and Standards New Zealand, Private Bag 2439, Wellington 6020 ISBN 0 7337 4008 1 Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 06 Nov 2008 AS/NZS 1100.501:20022 PREFACE This Standard was prepared by the Joi
12、nt Standards Australia/Standards New Zealand Committee ME-072, Technical Drawing, to supersede AS 1100.5011985, Technical drawing, Part 501: Structural engineering drawing. The objective of the Standard is to provide engineers, architects, builders, drafting officers and others in the construction i
13、ndustry with a common method for the representation of structures and their components to enable the preparation and unambiguous interpretation of structural drawings. This Standard is one of a series dealing with technical drawings. The other Standards in the series are the following: Part 101: Gen
14、eral principles Part 201: Mechanical engineering drawing Part 301: Architectural drawing Part 401: Engineering survey and engineering survey design drawing Reference to Part 101 is required for the source, definition and basic requirements of some of the contents of this Standard. In the preparation
15、 of this Standard, the committee took account of the recommendations of the International Organization for Standardization. In addition to the relevant international Standards listed in AS 1100.101, this Standard is in agreement with the following international Standards: ISO 3766Construction drawin
16、gs Simplified representation of concrete reinforcement 4066Construction drawingsBar scheduling This Standard has three sections, as follows: (a)Section 1 deals with general information on the Standard and on the general requirements. (b)Section 2 deals with matters applicable to all structural drawi
17、ngs and contains conventions, symbols and abbreviations for the general user. (c)Section 3 contains conventions for use in particular applications or with specific materials. It is acknowledged that the use of computer-aided drafting (CAD) now plays an important part in producing technical drawings.
18、 In line with the practice of international Standards committees dealing with areas related to technical drawings, the requirements and principles of this Standard apply equally to users of CAD systems. Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 06 Nov 2008 AS/NZS 1100.501:20023 CONTENTS Page SECT
19、ION 1SCOPE AND GENERAL 1.1SCOPE.4 1.2APPLICATION .4 1.3REFERENCED DOCUMENTS.5 1.4DEFINITIONS.5 1.5CLASSIFICATION OF DRAWINGS .6 1.6LEGENDS.6 SECTION 2GENERAL APPLICATIONS 2.1DIMENSIONING7 2.2LINES7 2.3SYMBOLS 7 2.4ABBREVIATIONS .7 2.5IDENTIFICATION OF STRUCTURAL ELEMENTS7 2.6INFORMATION TO BE SHOWN
20、ON DRAWINGS12 2.7DRAWING SCALES.12 2.8CONVENTIONS FOR CROSS-REFERENCING .12 2.9ARRANGEMENT OF DRAWINGS IN A SET 16 SECTION 3PARTICULAR APPLICATIONS 3.1GENERAL.17 3.2REINFORCED AND PRESTRESSED CONCRETE 17 3.3STRUCTURAL STEEL.26 3.4TIMBER29 3.5MASONRY .34 Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 0
21、6 Nov 2008 AS/NZS 1100.501:2002 COPYRIGHT 4 STANDARDS AUSTRALIA/STANDARDS NEW ZEALAND Australian/New Zealand Standard Technical drawing Part 501: Structural engineering drawing S E C T I O N 1 S C O P E A N D G E N E R A L 1.1 SCOPE This Standard sets out requirements and recommendation for structur
22、al engineering drawing practice and is complementary to AS 1100.101. This Standard deals with the presentation of information. The types of structures intended to be dealt with by this Standard are generally those covered by structural design and construction Standards and codes, particularly the fo
23、llowing: AS 1720Timber Structures Code 2327Composite structures 2327.1Part 1:Simply supported beams 3600Concrete structures 3700Masonry structures 3990Mechanical equipmentSteelwork 4100Steel structures AS/NZS 1148TimberNomenclatureAustralian, New Zealand and imported species 1664Aluminium structures
24、 4600Steel structures NZS 3101Concrete Structures Standard 3404Steel Structures Standard 3603Timber Structures Standard 4230Code of practice for the design of masonry structures AUSTROADS Bridge Design Code NOTE: For cold-formed steel structures, stainless steel structures and aluminium structures,
25、the pictorial representation is similar to general structural steelwork drafting. 1.2 APPLICATION The principles given in this Standard are intended for adoption by engineers, architects, drafting persons and builders in both Government authorities and private enterprise. The Standard is intended as
26、 a basis for common practice and consistency of application, upon which technical organizations can base their own detailed rules or manuals for the preparation and presentation of drafting work. It is also intended that the Standard be sufficiently complete for most applications, and that drafting
27、offices or persons would only need further guidelines when drawing specialized structures or when working outside the scope of the Standard. Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 06 Nov 2008 AS/NZS 1100.501:2002 COPYRIGHT 5 The application of this Standard may require reference to AS 1100.101
28、, AS 1100.301 and AS 1100.401. 1.3 REFERENCED DOCUMENTS The following Standards are referred to in this Standard: AS 1100Technical drawing 1100.101Part 101:General principles 1100.301Part 301:Architectural drawing 1100.401Part 401:Engineering survey and engineering survey design drawing 1101Graphica
29、l symbols for general engineering 1101.3Part 3:Welding and non-destructive examination 1111ISO metric hexagon commercial bolts and screws 1163Structural steel hollow sections 1310Steel wire for tendons in prestressed concrete 1311Steel tendons for prestressed concrete7-wire stress-relieved steel str
30、and for tendons in prestressed concrete 1397Steel sheet and stripHot-dipped zinc-coated or aluminium/zinc-coated 1720Timber structures 2812Welding, brazing and cutting of metalsGlossary of terms 3600Concrete structures 3700Masonry structures 3990Mechanical equipmentSteelwork 4100Steel structures AS/
31、NZS 1148TimberNomenclatureAustralian, New Zealand and imported species 1252High strength steel bolts with associated nuts and washers for structural engineering 1554Structural steel welding (various parts) 3678Structural steelHot-rolled plates, floorplates and slabs 3679Structural steel 3679.1Part 1
32、:Hot-rolled bars and sections 3679.2Part 2:Welded I sections 4671Steel reinforcing materials NZS 3101Concrete structures standard 3404Steel structures standard 3603Timber structures standard 1.4 DEFINITIONS For the purpose of this Standard, the definitions given in AS 1100.101 and AS 1100.301 and th
33、ose below apply. 1.4.1 Bar mark An identifier given to a reinforcement bar. Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 06 Nov 2008 AS/NZS 1100.501:2002 COPYRIGHT 6 1.4.2 Bundle mark An identifier given to a bundle of reinforcement bars. 1.4.3 Elevation The projection on a vertical plane of any obj
34、ect, such as a building or component, viewed at right angles to the plane of projection. 1.4.4 May Indicates the existence of an option. 1.4.5 Section on grid line A vertical section drawn without showing inclined members cutting the line of the section. 1.4.6 Shall Indicates that a statement is man
35、datory. 1.4.7 Should Indicates a recommendation. 1.4.8 Specification A precise description of materials and workmanship of a project or parts thereof which are not shown on drawings or in schedules. 1.5 CLASSIFICATION OF DRAWINGS The following types of drawing can be identified for the purposes of d
36、ocument classification: (a) Design layout drawing A drawing depicting the size, shape and relationship, as designed, of major structural elements. (b) Design detail drawing A drawing depicting all the information required for the construction, in accordance with the design, of any given part of a st
37、ructure or structural element. (c) Shop detail drawing A drawing depicting all necessary information for the fabrication of structural elements, and intended for use in a workshop. (d) General information drawing A drawing containing information required for the understanding of related drawings, or
38、 for the performance of the work depicted on them. (e) As-built drawing A drawing used to record the details of a construction following its completion. NOTE: Previously referred to as work-as-executed drawing. (f) Marking drawing An arrangement drawing for structural prefabricated elements showing
39、their designations and relationships. (g) Handling and erection procedure drawing A drawing indicating erection requirements such as sequence of operations, temporary structural members and sling positions. 1.6 LEGENDS Legends shall be provided in respect of any symbols used for non-conventional rep
40、resentation of items, such as the following: (a) Joints, e.g. construction joint, expansion joint, contraction joint. (b) Set-out lines. Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 06 Nov 2008 AS/NZS 1100.501:2002 COPYRIGHT 7 S E C T I O N 2 G E N E R A L A P P L I C A T I O N S 2.1 DIMENSIONING Un
41、its and methods used in dimensioning of drawings shall be in accordance with AS 1100.101. If dimensions are shown on other drawings (such as architectural drawings), dimensions showing relationships of members (including primary and building dimensions) may be omitted on structural drawings. NOTE: E
42、xamples of primary and building dimensions are building widths, heights and lengths, and grid spacings. 2.2 LINES 2.2.1 Type of line A type of line appropriate for each application shall be selected from, and used in accordance with, Table 2.1. For other applications see AS 1100.101. 2.2.2 Line thic
43、kness Line thicknesses shall be selected in accordance with AS 1100.101. NOTE: A line of thickness less than 0.18 mm is difficult to reproduce in some situations. 2.3 SYMBOLS The symbols given in AS 1100.101, AS 1100.301 and AS 1100.401 shall be used to indicate relevant features on drawings prepare
44、d for general or communication purposes, particularly where drawing to scale is impracticable. For symbols used in structural engineering, see Section 3. NOTE: Symbol size and line thickness will depend on drawing size and scale. Symbols given have therefore not been dimensioned. 2.4 ABBREVIATIONS A
45、bbreviations for use in general applications shall be in accordance with AS 1100.101, AS 1100.301 and AS 1100.401. For abbreviations for use on particular application drawings, see Tables 2.2(A) and 2.2(B), 3.2 and 3.4, and Clause 3.2.6. 2.5 IDENTIFICATION OF STRUCTURAL ELEMENTS 2.5.1 General Each s
46、tructural element should be labelled by a discrete reference using a suitable combination of letters or numbers. This reference may be by either consecutive numbering or a grid system, or both. 2.5.2 Consecutive numbering In a consecutive numbering system, the reference should comprise a prefix, ste
47、m and suffix, as follows: (a) Prefix The location or floor level of the structural element. Floor levels may be designated either by sequential levels or traditional storeys (see Table 2.2(A). Accessed by UNIVERSITY OF SOUTH AUSTRALIA on 06 Nov 2008 AS/NZS 1100.501:2002 COPYRIGHT 8 (b) Stem The type
48、 of structural element (see Table 2.2(B). (c) Suffix The individual number of the structural element. Examples: (i)Fourth floor, beam No. 21.4 B 21. (ii)Level 10, slab No. 4 .10 S 4. 2.5.3 Grid system (see also AS 1100.301) A grid reference system consists of one set of gridlines in one direction wi
49、th a second set of gridlines in another direction. Any grid system shall be consistent throughout a project. Grid systems are generally used with regularly shaped structures but grid lines do not necessarily have to be at right angles to each other. Grid directions should be selected to allow for expansion to accommodate any anticipated future extension. The project grid may be adopted with a completely arbitrary orientation, bearing no relation to any recognized map grid or True North. The gridlines running down the sh