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AS 1288 Supp 12006
AS 1288 Supplement 12006
Glass in buildingsSelection andinstallation(Supplement to AS 12882006)
AS1288Supp12006
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This Australian Standard Supplement was prepared by Committee BD-007, Glazingand Fixing of Glass. It was approved on behalf of the Council of StandardsAustralia on 17 March 2006.This Supplement was published on 28 March 2006.
The following are represented on Committee BD-007:
Association of Accredited Certification Bodies
Australian Building Codes Board
Australian Chamber of Commerce and Industry
Australian Glass and Glazing Association
Australian Industry Group
Australian Institute of Building Surveyors
Australian Shop and Office Fitting Industry Association
Australian Window Association
Building Research Association of New Zealand
CSIRO Manufacturing and Infrastructure TechnologyDepartment of Local Government WA
Energy Efficiency and Conservative Authority of New Zealand
Housing Industry Association
Institution of Engineers Australia
International Window Film Association Institute
Master Builders Australia
Monash University
New Zealand Plastics Glazing Materials Suppliers
New Zealand Safety Glass Association
Plastics and Chemicals Industries Association Incorporated
University of New South Wales
University of SydneyWindow Association of New Zealand
Window and Door Industry Council
Keeping Standards up-to-date
Standards are living documents which reflect progress in science, technology andsystems. To maintain their currency, all Standards are periodically reviewed, andnew editions are published. Between editions, amendments may be issued.Standards may also be withdrawn.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 whichmay have been published since the Standard was purchased.
Detailed information about Standards can be found by visiting the Standards WebShop at www.standards.com.au and looking up the relevant Standard in the on-linecatalogue.
Alternatively, the printed Catalogue provides information current at 1 January eachyear, and the monthly magazine, The Global Standard, has a full listing of revisionsand amendments published each month.
Australian StandardsTM and other products and services developed by StandardsAustralia are published and distributed under contract by SAI Global, whichoperates the Standards Web Shop.
We also welcome suggestions for improvement in our Standards, and especially
encourage readers to notify us immediately of any apparent inaccuracies orambiguities. Contact us via email at [email protected], or write to the ChiefExecutive, Standards Australia, GPO Box 476, Sydney, NSW 2001.
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AS 1288 Supp 12006
AS 1288 Supplement 12006
Glass in buildingsSelection andinstallation(Supplement to AS 12882006)
First published as AS 1288 Supp 12006.
COPYRIGHT
Standards Australia
All rights are reserved. No part o f 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 publisher.
Published by Standards Australia, GPO Box 476, Sydney, NSW 2001, Australia
ISBN 0 7337 7323 0Accessedb
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AS 1288 Supp 12006 2
PREFACE
This Supplement was prepared by the Australian members of the Joint Standards
Australia/Standards New Zealand Committee BD-007, Glazing and Fixing of Glass. After
consultation with stakeholders in both countries, Standards Australia and Standards New
Zealand decided to develop this Standard as an Australian Standard rather than an
Australian/New Zealand Standard.
The objective of this Supplement is to provide tables for minimum glass thicknesses
calculated for stress at the ultimate limit state wind pressures and for deflection at
serviceability limit state wind pressures. This Supplement is intended as a companion
document to AS 12882006, Glass in buildingsSelection and installation.
This Supplement is the result of a consensus among representatives on the Committee that it
be produced as an Australian Standard.
In the preparation of this Standard valuable assistance was given by organizations and
individuals experienced in various aspects of design and use of glass, and the Committee
acknowledges their help.
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3 AS 1288 Supp 12006
CONTENTS
Page
SECTION 1 GENERAL........................................................................................................... 4
SECTION 2 GLASS THICKNESS CALCULATED FOR STRESS AT
ULTIMATE LIMIT STATEFOUR-EDGE SUPPORT .................................... 5
SECTION 3 GLASS THICKNESS CALCULATED FOR DEFLECTION AT
SERVICEABILITY LIMIT STATEFOUR-EDGE SUPPORT .................... 101
SECTION 4 GLASS THICKNESS CALCULATED FOR STRESS AT
ULTIMATE LIMIT STATETWO-EDGE SUPPORT.................................. 161
SECTION 5 GLASS THICKNESS CALCULATED FOR DEFLECTION AT
SERVICEABILITY LIMIT STATETWO-EDGE SUPPORT...................... 174
SECTION 6 FACETED GLAZING..................................................................................... 187
SECTION 7 FIN-SUPPORTED GLAZING
7.1 DETERMINATION OF MINIMUM FIN THICKNESS ......................................... 190
7.2 DETERMINATION OF FIN DEPTH...................................................................... 192
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AS 1288 Supp 12006 4
Standards Australia www.standards.com.au
STANDARDS AUSTRALIA
Australian Standard
Glass in buildingsSelection and installation(Supplement to AS 12882006)
S E C T I O N 1 G E N E R A L
This Supplement provides tables for the minimum glass thickness calculated for stress at
ultimate limit state and deflection at the serviceability limit state wind pressures.
This Supplement is intended to be used in conjunction with AS 12882006. When
selecting glass type and thicknesses, it is essential to take into consideration the relevant
glazing support conditions and intended application.
For 3 mm monolithic annealed glass, the maximum area shall not exceed 0.85 m2. For 3 mm
annealed glass used in IGUs, the maximum area shall not exceed 1.36 m2.
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S E C T I O N 2 G L A S S T H I C K N E S S
C A L C U L A T E D F O R S T R E S S A T U L T I M A T E
L I M I T S T A T E F O U R - E D G E S U P P O R T
This Section provides tables of glass thicknesses calculated for stress at ultimate limit state
wind pressures for the four types of glass where the glass panel is supported on four edges.
Glass thicknesses selected from this Section are required to be checked for deflection at
serviceability limit state wind pressures given in Section 3.
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TABLE 2.1
GLASS THICKNESS CALCULATED FOR STRESS AT 0.6 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300600
90012001500180021002400270030003300360039004200450048005100
3
3
33
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
33
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
34
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
44
4
4
4
4
4
4
4
4
4
4
4
4
4
3
4
44
4
4
4
4
4
4
4
4
4
4
4
4
5
3
4
44
4
4
4
4
4
4
4
4
5
5
5
5
5
3
4
44
4
4
4
4
5
5
5
5
5
5
5
5
5
3
4
44
4
4
4
5
5
5
5
5
5
6
6
6
6
3
4
44
4
4
5
5
5
5
6
6
6
6
6
6
6
4
4
44
4
4
5
5
5
6
6
6
6
6
8
8
8
Laminated annealed glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900420045004800
5100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
8
5
5
5
5
5
5
5
5
6
6
6
6
8
8
8
8
8
Heat-strengthened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
3
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
5
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
3
3
3
3
3
3
4
4
4
4
4
4
4
5
5
5
5
3
3
3
3
3
3
4
4
4
5
5
5
5
5
5
5
5
3
3
3
3
3
3
4
4
5
5
5
5
5
5
5
5
6
Toughened glass
EDGE2(mm)
300600900
12001500180021002400270030003300
360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
5
4
4
4
4
4
4
4
4
4
4
4
44
5
5
5
5
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TABLE 2.2
GLASS THICKNESS CALCULATED FOR STRESS AT 0.7 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300
60090012001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
3
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
3
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
6
3
4
4
4
4
4
4
5
5
5
5
5
5
5
6
6
6
3
4
4
4
4
4
5
5
5
5
6
6
6
6
6
6
6
3
4
4
4
4
4
5
5
6
6
6
6
6
6
8
8
8
4
4
4
4
4
4
5
5
6
6
6
8
8
8
8
8
8
Laminated annealed glass
EDGE2(mm)
300600900
120015001800210024002700300033003600390042004500
48005100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
5
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
8
5
5
5
5
5
5
5
5
6
6
6
6
8
8
8
8
8
5
5
5
5
5
5
5
6
6
6
8
8
8
8
8
8
8
Heat-strengthened glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900
4200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
4
4
3
3
3
3
3
3
3
3
3
3
3
4
4
44
4
4
3
3
3
3
3
3
3
3
3
3
3
4
4
45
5
5
3
3
3
3
3
3
3
4
4
4
4
4
4
44
5
5
3
3
3
3
3
3
4
4
4
4
4
4
4
45
5
5
3
3
3
3
3
4
4
4
4
5
5
5
5
55
5
5
3
3
3
3
3
4
4
4
5
5
5
5
5
55
5
6
3
3
3
3
3
4
4
5
5
5
5
5
6
66
6
6
Toughened glass
EDGE2(mm)
300600900
1200150018002100240027003000
3300360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
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TABLE 2.3
GLASS THICKNESS CALCULATED FOR STRESS AT 0.8 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300
60090012001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
5
5
3
3
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
3
4
4
4
4
4
4
4
4
4
4
5
5
5
6
6
6
3
4
4
4
4
4
4
5
5
5
5
5
5
5
5
6
6
3
4
4
4
4
4
5
5
5
5
5
6
6
6
6
6
6
3
4
4
4
4
5
5
5
6
6
6
6
6
6
8
8
8
3
4
4
4
4
5
5
6
6
6
6
8
8
8
8
8
8
4
4
4
4
4
5
5
6
6
8
8
8
8
8
8
8
8
Laminated annealed glass
EDGE2(mm)
300600900
120015001800210024002700300033003600390042004500
48005100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
6
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
6
5
5
5
5
5
5
5
6
6
6
6
6
6
8
8
8
8
5
5
5
5
5
5
5
6
6
6
8
8
8
8
8
8
8
5
5
5
5
5
5
6
6
6
8
8
8
8
8
8
8
8
Heat-strengthened glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900
4200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
4
4
3
3
3
3
3
3
3
3
3
3
4
4
4
44
4
4
3
3
3
3
3
3
3
3
3
4
4
4
4
45
5
5
3
3
3
3
3
3
4
4
4
4
4
4
4
44
5
5
3
3
3
3
3
4
4
4
4
4
4
4
5
55
5
5
3
3
3
3
3
4
4
4
5
5
5
5
5
55
5
5
3
3
3
3
3
4
4
5
5
5
5
5
5
66
6
6
3
3
3
3
4
4
4
5
5
5
6
6
6
66
6
6
Toughened glass
EDGE2(mm)
300600900
1200150018002100240027003000
3300360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
Accessedb
yTAFE
QUEENSLAND
INSTITUTES
on04Jan2007
7/30/2019 AS1288 2006 Supplement
11/213
9 AS 1288 Supp 12006
www.standards.com.au Standards Australia
TABLE 2.4
GLASS THICKNESS CALCULATED FOR STRESS AT 0.9 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300
60090012001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
5
5
3
3
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
3
4
4
4
4
4
4
4
4
5
5
5
5
5
6
6
6
3
4
4
4
4
4
5
5
5
5
5
5
6
6
6
6
8
3
4
4
4
4
5
5
5
5
6
6
6
6
6
6
8
8
3
4
4
4
4
5
5
6
6
6
6
8
8
8
8
8
8
3
4
4
4
4
5
5
6
6
8
8
8
8
8
8
8
8
4
4
4
4
5
5
6
6
8
8
8
8
8
8
8
8
10
Laminated annealed glass
EDGE2(mm)
300600900
120015001800210024002700300033003600390042004500
48005100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
8
5
5
5
5
5
5
5
5
6
6
6
6
6
6
8
8
8
5
5
5
5
5
5
5
6
6
6
8
8
8
8
8
8
8
5
5
5
5
5
5
6
6
6
8
8
8
8
8
8
8
8
5
5
5
5
5
5
6
6
8
8
8
8
8
8
8
10
10
Heat-strengthened glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900
4200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
44
4
4
3
3
3
3
3
3
3
3
3
3
4
4
4
44
5
5
3
3
3
3
3
3
3
3
4
4
4
4
4
55
5
5
3
3
3
3
3
4
4
4
4
4
4
4
4
55
5
6
3
3
3
3
3
4
4
4
4
5
5
5
5
55
5
5
3
3
3
3
3
4
4
5
5
5
5
5
5
56
6
6
3
3
3
3
4
4
4
5
5
5
6
6
6
66
6
6
3
3
3
3
4
4
5
5
5
6
6
6
6
66
8
8
Toughened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
Accessedb
yTAFE
QUEENSLAND
INSTITUTES
on04Jan2007
7/30/2019 AS1288 2006 Supplement
12/213
AS 1288 Supp 12006 10
Standards Australia www.standards.com.au
TABLE 2.5
GLASS THICKNESS CALCULATED FOR STRESS AT 1 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300
60090012001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
3
4
4
4
4
4
4
4
4
4
4
5
5
5
5
3
3
4
4
4
4
4
4
4
4
5
5
5
5
5
6
6
3
4
4
4
4
4
4
4
5
5
5
5
5
6
6
8
8
3
4
4
4
4
5
5
5
5
5
6
6
6
6
6
8
8
3
4
4
4
4
5
5
5
6
6
6
6
6
8
8
8
8
3
4
4
4
4
5
5
6
6
8
8
8
8
8
8
8
8
3
4
4
4
5
5
6
6
8
8
8
8
8
8
8
8
8
4
4
4
4
5
5
6
8
8
8
8
8
8
10
10
10
10
Laminated annealed glass
EDGE2(mm)
300600900
120015001800210024002700300033003600390042004500
48005100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
5
5
5
5
5
5
5
5
5
5
5
5
6
6
8
8
8
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
8
8
5
5
5
5
5
5
5
6
6
6
6
6
8
8
8
8
8
5
5
5
5
5
5
6
6
6
8
8
8
8
8
8
8
8
5
5
5
5
5
5
6
6
8
8
8
8
8
8
8
8
10
5
5
5
5
5
6
6
8
8
8
8
8
8
10
10
10
10
Heat-strengthened glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900
4200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
44
4
4
3
3
3
3
3
3
3
3
3
3
4
5
5
55
5
5
3
3
3
3
3
3
3
4
4
4
4
4
4
56
6
6
3
3
3
3
3
4
4
4
4
4
4
5
5
55
5
6
3
3
3
3
3
4
4
4
5
5
5
5
5
55
5
6
3
3
3
3
4
4
4
5
5
5
5
5
6
66
6
6
3
3
4
3
4
4
5
5
5
6
6
6
6
66
6
6
3
3
4
3
4
4
5
5
6
6
6
6
8
88
8
8
Toughened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
6
6
Accessedb
yTAFE
QUEENSLAND
INSTITUTES
on04Jan2007
7/30/2019 AS1288 2006 Supplement
13/213
11 AS 1288 Supp 12006
www.standards.com.au Standards Australia
TABLE 2.6
GLASS THICKNESS CALCULATED FOR STRESS AT 1.1 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300
60090012001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
3
4
4
4
4
4
4
4
4
4
5
5
5
5
5
3
3
4
4
4
4
4
4
4
4
5
5
6
6
6
6
6
3
4
4
4
4
4
5
5
5
5
5
5
6
6
8
8
8
3
4
4
4
4
5
5
5
5
6
6
6
6
6
8
8
8
3
4
4
4
5
5
5
6
6
6
6
8
8
8
8
8
8
3
4
4
4
5
5
6
6
8
8
8
8
8
8
8
8
8
3
4
4
4
5
5
6
8
8
8
8
8
8
8
10
10
10
4
4
4
4
5
6
6
8
8
8
8
8
10
10
10
10
10
Laminated annealed glass
EDGE2(mm)
300600900
120015001800210024002700300033003600390042004500
48005100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
5
5
5
5
5
5
5
5
5
5
5
6
6
6
8
8
8
5
5
5
5
5
5
5
5
6
6
6
6
6
8
8
8
8
5
5
5
5
5
5
6
6
6
6
8
8
8
8
8
8
8
5
5
5
5
5
5
6
6
8
8
8
8
8
8
8
8
8
5
5
5
5
5
6
6
8
8
8
8
8
8
8
10
10
10
5
5
5
5
5
6
6
8
8
8
8
10
10
10
10
10
10
Heat-strengthened glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900
4200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
44
4
4
3
3
3
3
3
3
3
3
3
4
4
5
5
55
5
5
3
3
3
3
3
3
4
4
4
4
4
4
5
56
6
6
3
3
3
3
3
4
4
4
4
4
5
5
5
55
6
6
3
3
3
3
4
4
4
5
5
5
5
5
5
56
6
6
3
3
3
3
4
4
5
5
5
5
6
6
6
66
6
6
3
3
4
3
4
4
5
5
6
6
6
6
6
68
8
8
3
3
4
4
4
4
5
5
6
6
6
8
8
88
8
8
Toughened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
6
4
4
4
4
4
4
4
5
5
5
5
5
6
6
6
6
6
Accessedb
yTAFE
QUEENSLAND
INSTITUTES
on04Jan2007
7/30/2019 AS1288 2006 Supplement
14/213
AS 1288 Supp 12006 12
Standards Australia www.standards.com.au
TABLE 2.7
GLASS THICKNESS CALCULATED FOR STRESS AT 1.2 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300
60090012001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
3
4
4
4
4
4
4
4
5
5
5
5
5
6
6
3
3
4
4
4
4
4
4
4
5
5
6
6
6
6
6
6
3
4
4
4
4
4
5
5
5
5
5
6
6
8
8
8
8
3
4
4
4
4
5
5
6
6
6
6
6
6
8
8
8
8
3
4
4
4
5
5
6
6
6
8
8
8
8
8
8
8
8
3
4
4
4
5
6
6
6
8
8
8
8
8
8
8
10
10
3
4
4
4
5
6
6
8
8
8
8
8
10
10
10
10
10
4
4
4
5
5
6
8
8
8
8
10
10
10
10
10
10
10
Laminated annealed glass
EDGE2(mm)
300600900
120015001800210024002700300033003600390042004500
48005100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
8
5
5
5
5
5
5
5
5
5
5
6
6
6
8
8
8
8
5
5
5
5
5
5
5
6
6
6
6
6
8
8
8
8
8
5
5
5
5
5
5
6
6
8
8
8
8
8
8
8
8
8
5
5
5
5
5
6
6
8
8
8
8
8
8
8
8
10
10
5
5
5
5
5
6
8
8
8
8
8
8
10
10
10
10
10
5
5
5
5
5
6
8
8
8
8
10
10
10
10
10
10
10
Heat-strengthened glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900
4200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
44
5
5
3
3
3
3
3
3
3
3
4
4
4
5
5
55
5
5
3
3
3
3
3
4
4
4
4
4
4
4
5
56
6
6
3
3
3
3
4
4
4
4
5
5
5
5
5
55
6
8
3
3
3
3
4
4
5
5
5
5
5
5
6
66
6
6
3
3
3
3
4
4
5
5
5
6
6
6
6
66
6
8
3
3
4
4
4
5
5
5
6
6
6
6
8
88
8
8
3
3
4
4
4
5
5
6
6
6
8
8
8
88
8
8
Toughened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
4
4
4
4
4
4
4
4
5
5
5
5
5
5
6
6
6
4
4
4
4
4
4
4
5
5
5
5
6
6
6
6
6
6
Accessedb
yTAFE
QUEENSLAND
INSTITUTES
on04Jan2007
7/30/2019 AS1288 2006 Supplement
15/213
13 AS 1288 Supp 12006
www.standards.com.au Standards Australia
TABLE 2.8
GLASS THICKNESS CALCULATED FOR STRESS AT 1.3 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300600
90012001500180021002400270030003300360039004200450048005100
3
3
33
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
33
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
34
4
4
4
4
5
5
5
5
5
5
5
6
6
3
3
44
4
4
4
4
5
5
5
6
6
6
6
8
8
3
4
44
4
5
5
5
5
6
6
6
6
8
8
8
8
3
4
44
5
5
5
6
6
6
6
8
8
8
8
8
10
3
4
44
5
5
6
6
8
8
8
8
8
8
8
8
8
3
4
44
5
6
6
8
8
8
8
8
8
10
10
10
10
3
4
55
5
6
8
8
8
8
8
10
10
10
10
10
10
4
4
55
6
6
8
8
8
10
10
10
10
10
10
10
12
Laminated annealed glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900420045004800
5100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
5
5
5
5
5
5
5
5
5
5
6
6
6
6
8
8
8
5
5
5
5
5
5
5
5
6
6
6
6
6
8
8
8
8
5
5
5
5
5
5
6
6
6
6
8
8
8
8
8
8
10
5
5
5
5
5
6
6
6
8
8
8
8
8
8
8
8
10
5
5
5
5
5
6
6
8
8
8
8
8
8
10
10
10
10
5
5
5
5
6
6
8
8
8
8
10
10
10
10
10
10
10
5
5
5
5
6
6
8
8
8
10
10
10
10
10
10
12
12
Heat-strengthened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
5
5
3
3
3
3
3
3
3
4
4
4
4
5
5
5
5
5
5
3
3
3
3
3
4
4
4
4
4
4
5
5
6
8
8
8
3
3
3
3
4
4
4
5
5
5
5
5
5
5
6
6
8
3
3
3
3
4
4
5
5
5
5
5
6
6
6
6
6
6
3
3
3
4
4
5
5
5
6
6
6
6
6
6
8
8
8
3
3
4
4
4
5
5
6
6
6
8
8
8
8
8
8
8
3
3
4
4
4
5
5
6
6
8
8
8
8
8
8
8
8
Toughened glass
EDGE
2(mm)
300600900
12001500180021002400270030003300
360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
5
5
5
5
4
4
4
4
4
4
4
4
4
4
4
44
4
4
5
5
4
4
4
4
4
4
4
4
4
4
4
55
5
5
5
5
4
4
4
4
4
4
4
4
5
5
5
55
5
5
5
6
4
4
4
4
4
4
4
5
5
5
5
56
6
6
6
6
4
4
4
4
4
4
4
5
5
5
6
66
6
6
6
6Accessedb
yTAFE
QUEENSLAND
INSTITUTES
on04Jan2007
7/30/2019 AS1288 2006 Supplement
16/213
AS 1288 Supp 12006 14
Standards Australia www.standards.com.au
TABLE 2.9
GLASS THICKNESS CALCULATED FOR STRESS AT 1.4 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300600
90012001500180021002400270030003300360039004200450048005100
3
3
33
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
33
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
34
4
4
4
4
5
5
5
5
5
5
5
6
6
3
3
44
4
4
4
5
5
5
6
6
6
8
8
8
8
3
4
44
4
5
5
5
6
6
6
6
8
8
8
8
8
3
4
44
5
5
6
6
6
6
8
8
8
8
8
8
10
3
4
44
5
6
6
8
8
8
8
8
8
8
8
10
10
3
4
45
5
6
8
8
8
8
8
8
10
10
10
10
10
3
4
55
6
6
8
8
8
8
10
10
10
10
10
10
10
4
4
55
6
6
8
8
8
10
10
10
10
10
12
12
12
Laminated annealed glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900420045004800
5100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
5
5
5
5
5
5
5
5
5
5
6
8
8
8
8
8
8
5
5
5
5
5
5
5
6
6
6
6
6
8
8
8
8
8
5
5
5
5
5
5
6
6
6
8
8
8
8
8
8
8
10
5
5
5
5
5
6
6
8
8
8
8
8
8
8
10
10
10
5
5
5
5
6
6
8
8
8
8
8
10
10
10
10
10
10
5
5
5
5
6
6
8
8
8
8
10
10
10
10
10
10
12
5
5
5
5
6
8
8
8
8
10
10
10
10
10
12
12
12
Heat-strengthened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
5
5
3
3
3
3
3
3
4
4
4
4
5
5
5
6
6
6
6
3
3
3
3
4
4
4
4
4
4
5
5
5
6
8
8
8
3
3
3
3
4
4
5
5
5
5
5
5
5
6
6
6
8
3
3
3
4
4
5
5
5
5
6
6
6
6
6
6
6
8
3
3
3
4
4
5
5
6
6
6
6
6
8
8
8
8
8
3
3
4
4
4
5
5
6
6
6
8
8
8
8
8
8
8
3
3
4
4
4
5
6
6
6
8
8
8
8
8
8
8
8
Toughened glass
EDGE2(mm)
300600900
12001500180021002400270030003300
360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
5
5
5
4
4
4
4
4
4
4
4
4
4
4
44
5
5
5
5
4
4
4
4
4
4
4
4
4
4
4
44
5
5
5
5
4
4
4
4
4
4
4
4
4
5
5
55
5
5
5
5
4
4
4
4
4
4
4
5
5
5
5
55
5
5
6
6
4
4
4
4
4
4
4
5
5
5
6
66
6
6
6
6
4
4
4
4
4
4
5
5
5
6
6
66
6
6
6
8Accessedb
yTAFE
QUEENSLAND
INSTITUTES
on04Jan2007
7/30/2019 AS1288 2006 Supplement
17/213
15 AS 1288 Supp 12006
www.standards.com.au Standards Australia
TABLE 2.10
GLASS THICKNESS CALCULATED FOR STRESS AT 1.5 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300600
90012001500180021002400270030003300360039004200450048005100
3
3
33
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
33
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
34
4
4
4
4
5
5
5
5
5
6
6
6
6
3
3
44
4
4
5
5
5
5
6
8
8
8
8
8
8
3
4
44
5
5
5
6
6
6
6
6
8
8
8
10
10
3
4
44
5
5
6
6
6
8
8
8
8
8
8
10
10
3
4
45
5
6
6
8
8
8
8
8
8
10
10
10
10
3
4
45
6
6
8
8
8
8
8
10
10
10
10
10
10
3
4
55
6
6
8
8
8
10
10
10
10
10
10
12
12
4
4
55
6
8
8
8
10
10
10
10
10
12
12
12
12
Laminated annealed glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900420045004800
5100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
5
5
5
5
5
5
5
5
5
5
6
8
8
8
8
8
8
5
5
5
5
5
5
5
6
6
6
6
8
8
8
10
10
10
5
5
5
5
5
6
6
6
8
8
8
8
8
8
8
10
10
5
5
5
5
5
6
8
8
8
8
8
8
8
10
10
10
10
5
5
5
5
6
6
8
8
8
8
10
10
10
10
10
10
10
5
5
5
5
6
8
8
8
8
10
10
10
10
10
10
12
12
5
5
5
5
6
8
8
8
10
10
10
10
12
12
12
12
12
Heat-strengthened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
5
5
5
3
3
3
3
3
3
4
4
4
4
5
6
6
6
6
6
6
3
3
3
3
4
4
4
4
4
5
5
5
5
6
8
8
8
3
3
3
3
4
4
5
5
5
5
5
5
6
6
6
8
8
3
3
3
4
4
5
5
5
6
6
6
6
6
6
8
8
8
3
3
3
4
4
5
5
6
6
6
6
8
8
8
8
8
8
3
3
4
4
4
5
6
6
6
8
8
8
8
8
8
8
8
3
3
4
4
5
5
6
6
8
8
8
8
8
8
8
10
10
Toughened glass
EDGE2(mm)
300600900
12001500180021002400270030003300
360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
55
5
5
5
5
4
4
4
4
4
4
4
4
4
4
4
44
5
5
5
5
4
4
4
4
4
4
4
4
4
4
4
45
5
5
5
5
4
4
4
4
4
4
4
4
5
5
5
55
5
5
5
5
4
4
4
4
4
4
4
5
5
5
5
55
6
6
6
6
4
4
4
4
4
4
5
5
5
5
6
66
6
6
6
6
4
4
4
4
4
4
5
5
5
6
6
66
6
8
8
8
Accessedb
yTAFE
QUEENSLAND
INSTITUTES
on04Jan2007
7/30/2019 AS1288 2006 Supplement
18/213
AS 1288 Supp 12006 16
Standards Australia www.standards.com.au
TABLE 2.11
GLASS THICKNESS CALCULATED FOR STRESS AT 1.6 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300600
90012001500180021002400270030003300360039004200450048005100
3
3
33
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
33
4
4
4
4
4
4
4
4
4
4
4
4
4
3
3
34
4
4
4
4
5
5
5
5
6
6
6
6
6
3
3
44
4
5
5
5
5
5
6
8
8
8
8
8
8
3
4
44
5
5
5
6
6
6
6
8
8
8
10
10
10
3
4
45
5
6
6
6
8
8
8
8
8
8
8
10
10
3
4
45
5
6
8
8
8
8
8
8
10
10
10
10
10
3
4
45
6
6
8
8
8
10
10
10
10
10
10
10
12
3
4
55
6
8
8
8
10
10
10
10
10
10
12
12
12
4
4
55
6
8
8
10
10
10
10
10
12
12
12
12
12
Laminated annealed glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900420045004800
5100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
8
8
5
5
5
5
5
5
5
5
5
6
6
8
8
8
8
8
8
5
5
5
5
5
5
6
6
6
6
8
8
8
8
10
10
10
5
5
5
5
5
6
6
8
8
8
8
8
8
8
8
10
10
5
5
5
5
6
6
8
8
8
8
8
10
10
10
10
10
10
5
5
5
5
6
8
8
8
8
10
10
10
10
10
10
10
12
5
5
5
5
6
8
8
8
10
10
10
10
10
12
12
12
12
5
5
5
6
6
8
8
10
10
10
10
12
12
12
12
12
12
Heat-strengthened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
3
3
3
3
3
3
3
4
4
4
5
5
5
5
5
5
5
3
3
3
3
3
4
4
4
4
4
5
6
6
6
6
6
6
3
3
3
3
4
4
4
4
5
5
5
5
5
6
8
8
8
3
3
3
4
4
5
5
5
5
5
6
6
6
6
6
8
8
3
3
3
4
4
5
5
5
6
6
6
6
6
8
8
8
8
3
3
4
4
4
5
5
6
6
8
8
8
8
8
8
8
8
3
3
4
4
5
5
6
6
8
8
8
8
8
8
8
8
8
3
3
4
4
5
5
6
8
8
8
8
8
8
10
10
10
10
Toughened glass
EDGE2(mm)
300600900
12001500180021002400270030003300
360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
55
5
5
5
5
4
4
4
4
4
4
4
4
4
4
4
44
5
5
5
5
4
4
4
4
4
4
4
4
4
4
4
55
5
5
5
5
4
4
4
4
4
4
4
4
5
5
5
55
5
5
5
6
4
4
4
4
4
4
4
5
5
5
5
56
6
6
6
6
4
4
4
4
4
4
5
5
5
6
6
66
6
6
6
8
4
4
4
4
4
4
5
5
6
6
6
68
8
8
8
8
Accessedb
yTAFE
QUEENSLAND
INSTITUTES
on04Jan2007
7/30/2019 AS1288 2006 Supplement
19/213
17 AS 1288 Supp 12006
www.standards.com.au Standards Australia
TABLE 2.12
GLASS THICKNESS CALCULATED FOR STRESS AT 1.7 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300600
90012001500180021002400270030003300360039004200450048005100
3
3
33
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
33
4
4
4
4
4
4
5
5
5
5
5
5
5
3
3
34
4
4
4
5
5
5
6
6
6
6
6
8
8
3
3
44
4
5
5
5
5
6
6
8
8
8
8
8
8
3
4
44
5
5
6
6
6
6
8
8
8
8
10
10
10
3
4
45
5
6
6
8
8
8
8
8
8
8
10
10
10
3
4
45
6
6
8
8
8
8
8
10
10
10
10
10
10
3
4
55
6
8
8
8
8
10
10
10
10
10
10
12
12
3
4
55
6
8
8
8
10
10
10
10
12
12
12
12
12
4
4
56
6
8
8
10
10
10
10
12
12
12
12
12
15
Laminated annealed glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900420045004800
5100
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
8
8
5
5
5
5
5
5
5
5
6
6
8
8
8
8
8
8
8
5
5
5
5
5
6
6
6
6
8
8
8
8
8
10
10
10
5
5
5
5
6
6
6
8
8
8
8
8
8
10
10
10
10
5
5
5
5
6
6
8
8
8
8
10
10
10
10
10
10
10
5
5
5
5
6
8
8
8
8
10
10
10
10
10
12
12
12
5
5
6
6
6
8
8
8
10
10
10
10
12
12
12
12
12
5
5
6
6
8
8
8
10
10
10
10
12
12
12
12
12
16
Heat-strengthened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
3
3
3
3
3
3
3
4
5
5
5
5
5
5
5
5
5
3
3
3
3
4
4
4
4
4
4
5
6
6
6
6
6
6
3
3
3
4
4
4
4
5
5
5
5
5
6
6
8
8
8
3
3
3
4
4
5
5
5
5
6
6
6
6
6
6
8
8
3
3
3
4
4
5
5
6
6
6
6
8
8
8
8
8
8
3
3
4
4
5
5
6
6
6
8
8
8
8
8
8
8
8
3
3
5
4
5
5
6
6
8
8
8
8
8
8
8
10
10
3
3
5
4
5
6
6
8
8
8
8
8
10
10
10
10
10
Toughened glass
EDGE2(mm)
300600900
12001500180021002400270030003300
360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
55
5
5
5
5
4
4
4
4
4
4
4
4
4
4
4
45
5
5
5
5
4
4
4
4
4
4
4
4
4
4
5
55
5
5
5
6
4
4
4
4
4
4
4
5
5
5
5
55
5
6
6
6
4
4
4
4
4
4
5
5
5
5
6
66
6
6
6
6
4
4
4
4
4
4
5
5
6
6
6
66
6
8
8
8
4
4
4
4
4
4
5
5
6
6
6
88
8
8
8
8Accessedb
yTAFE
QUEENSLAND
INSTITUTES
on04Jan2007
7/30/2019 AS1288 2006 Supplement
20/213
AS 1288 Supp 12006 18
Standards Australia www.standards.com.au
TABLE 2.13
GLASS THICKNESS CALCULATED FOR STRESS AT 1.8 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 2700 3000
Monolithic annealed glass
EDGE2(mm)
300600
90012001500180021002400270030003300360039004200450048005100
3
3
33
3
3
3
3
3
4
4
4
4
4
4
4
4
3
3
33
4
4
4
4
4
4
5
5
5
5
5
5
5
3
3
34
4
4
4
5
6
6
6
6
6
6
6
8
8
3
3
44
5
5
5
5
6
6
8
8
8
8
8
8
8
3
4
45
5
5
6
6
6
8
8
8
8
10
10
10
10
3
4
45
5
6
6
8
8
8
8
8
8
10
10
10
10
3
4
45
6
6
8
8
8
8
10
10
10
10
10
10
10
3
4
55
6
8
8
8
10
10
10
10
10
12
12
12
12
3
4
66
6
8
8
10
10
10
10
12
12
12
12
12
12
4
4
66
8
8
8
10
10
10
12
12
12
12
12
15
15
Laminated annealed glass
EDGE2(mm)
300600900
1200150018002100240027003000330036003900420045004800
5100
55
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
55
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
55
5
5
5
5
5
5
6
6
6
6
6
6
6
8
8
55
5
5
5
5
5
6
6
6
8
8
8
8
8
8
8
55
5
5
5
6
6
6
8
8
8
8
8
10
10
10
10
55
5
5
6
6
8
8
8
8
8
8
10
10
10
10
12
55
5
5
6
8
8
8
8
8
10
10
10
10
10
10
12
55
5
6
6
8
8
8
10
10
10
10
10
12
12
12
12
55
6
6
8
8
8
10
10
10
10
12
12
12
12
12
12
55
6
6
8
8
8
10
10
10
12
12
12
12
16
16
16
Heat-strengthened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200
450048005100
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
44
4
3
3
3
3
3
3
3
4
5
5
5
5
5
5
55
5
3
3
3
3
4
4
4
4
4
4
5
6
6
6
66
6
3
3
3
4
4
4
5
5
5
5
5
5
6
8
88
8
3
3
3
4
4
5
5
5
6
6
6
6
6
6
88
8
3
3
3
4
5
5
6
6
6
6
8
8
8
8
88
8
3
3
4
4
5
5
6
6
8
8
8
8
8
8
88
8
3
3
5
4
5
6
6
8
8
8
8
8
8
8
1010
10
3
3
5
4
5
6
6
8
8
8
8
10
10
10
1010
10
Toughened glass
EDGE2(mm)
300600900
12001500180021002400270030003300360039004200450048005100
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
6
4
4
4
4
4
4
4
5
5
5
5
5
5
6
6
6
6
4
4
4
4
4
4
5
5
5
6
6
6
6
6
6
6
6
4
4
4
4
4
4
5
5
6
6
6
6
6
8
8
8
8
4
4
4
4
4
5
5
6
6
6
8
8
8
8
8
8
8Accessedb
yTAFE
QUEENSLAND
INSTITUTES
on04Jan2007
7/30/2019 AS1288 2006 Supplement
21/213
19 AS 1288 Supp 12006
www.standards.com.au Standards Australia
TABLE 2.14
GLASS THICKNESS CALCULATED FOR STRESS AT 1.9 kPa ULS WIND PRESSURE
FOUR-EDGE SUPPORT
EDGE 1 (mm)
300 600 900 1200 1500 1800 2100 2400 270
![Time Supplement July 2006[1]](https://static.documents.pub/doc/80x56/577d2eb01a28ab4e1eafbccf/time-supplement-july-20061.jpg)
