A Structural Glass Design Manual
Guidance for engineers, architects and specifiers
Presented on October 10, 2024 at Facade Tectonics 2024 World Congress
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Overview
Abstract
Other than limited special cases, there is a lack of standards providing guidance on the design of structural glass. This has resulted in an ad-hoc approach by cities (authorities having jurisdiction), architects and engineers. This paper outlines the key aspects of designing with glass in a manner that has reliability and robustness principles consistent with other structural materials while recognizing the unique aspects of glass. The Structural Glass Design Manual31 negotiates the spectrum of glass design between ‘non-structural’ applications, such as window glass and ‘structural’ applications such as glass floors by using four glass risk categories, based on occupancy and four robustness categories based on retention, redundancy and residual capacity. Developing consistent practices facilitates confident design in glass for engineers, architects and the building authorities. This paper outlines the principles guiding the Structural Glass Design Manual (Public Draft.)
Authors
Richard Green PE SE P.Eng CPEng IntPE(Aust) APEC Engineer
Principal / Owner
Green Facades LLC
Richard@GreenFacadesLLC.com
Terrence McDonnell S.E., P.E., P.Eng., SECB
Principal
Klein & Hoffman
trmcdonnell@kleinandhoffman.com
Andrew Crosby BASc, P.Eng., LEED® AP BD+C
Principal
Read Jones Christoffersen Ltd.
acrosby@rjc.ca
Keywords
Paper content
1. Introduction
Glass is unique amongst building materials as being both transparent and brittle. Unlike the other common brittle materials, concrete and masonry, cracking of any kind in glass is
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Footnotes
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Acknowledgements
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1. AS/NZS 1170.0, “Structural design actions, Part 0:General Principles”, Standards Australia, Sydney Australia https://www.standards.org.au/
2. AS/NZS 1170.1, “Structural design actions, Part 1: Permanent, imposed and other actions”, Standards Australia, Sydney Australia https://www.standards.org.au/
3. AS1288, “Australian Standard Glass in buildings—Selection and installation”, Standards Australia, Sydney Australia https://www.standards.org.au/
4. ANSI/AISC 360 Specification for Structural Steel Buildings. American Institute of Steel Construction
5. ASCE/SEI 7, “Minimum Design Loads and Associated Criteria for Buildings and Other Structures”, American Society of Covil Engineers, Reston, VA, https://www.asce.org/
6. ASCE/SEI 76 “Standard For Mitigation Of Disproportionate Collapse Potential In Buildings And Other Structures”, American Society of Covil Engineers, Reston, VA, https://www.asce.org/
7. ASTM E1300, " Standard Practice for Determining Load Resistance of Glass in Buildings," ASTM International, West Conshohocken, PA, DOI: 10.1520/E1300-16, www.astm.org.
8. ASTM E997 “Standard Test Method for Evaluating Glass Breakage Probability Under the Influence of Uniform Static Loads by Proof Load Testing” ASTM International, West Conshohocken, PA,
9. ASTM E1048 “Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass”, ASTM International, West Conshohocken, PA, DOI:10.1520/C1048-12E01 www.astm.org
10. ASTM E1886 “Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials”, ASTM International, West Conshohocken, PA,
11. ASTM E2353 “Standard Test Methods for Performance of Glazing in Permanent Railing Systems, Guards, and Balustrades”, ASTM International, West Conshohocken, PA,
12. ASTM E2358(2010) “Standard Specification for the Performance of Glass in Permanent Glass Railing Systems, Guards, and Balustrades”, ASTM International, West Conshohocken, PA,
13. ASTM E2751 / E2751M “Standard Practice for Design and Performance of Supported Laminated Glass Walkways”, ASTM International, West Conshohocken, PA
14. CEN/TS19100 (Parts 1 2 and 3) Design of Glass Structures
15. EN 16612: Glass in building. Determination of the lateral load resistance of glass panes by calculation
16. EN 1993-1-1: Eurocode 3: Design of steel structures–- Part 1-1: General rules and rules for buildings
17. IBC International Building Code, International Code Council, Washington, DC www.iccsafe.org
18. NCCI SN-003-EN-EU NCCI: Elastic critical moment for lateral torsional buckling, by Access Steel. https://eurocodes.jrc.ec.europa.eu/doc/WS2008/SN003a-EN-EU.pdf
19. Bedon, Chiara, Belis, Jan, and Amadio, Claudio (2015). Structural assessment and lateral-torsional buckling design of glass beams restrained by continuous sealant joints. Engineering Structures, 102 (11): 214-229.
20. Bedon, Chiara (2021). Lateral-torsional buckling (LTB) method for the design of glass fins with continuous lateral restraints at the tensioned edge. Composite Structures, 266: 113790.
21. Beason, W. L., and Morgan, J. R., “Glass Failure Prediction Model,” Journal of Structural Engineering, Vol 111, No. 9, 1985, pp.2058–2059.
22. D’Ambrosio, Gianmaria, and Galuppi, Laura (2020). Enhanced effective thickness model for buckling of LG beams with different boundary conditions. Glass Structures & Engineering, 5(2): 205-210.
23. Feldmann, M., Kasper, R, et. al, Guidance for European Structural Design of Glass Components. Luxembourg: Publications Office of the European Union, 2014
24. Galuppi, Laura, Manara, Giampiero, and Royer-Carfagni, Gianni (2013). Practical expressions for the design of laminated glass. Composites: Part B, 45: 1677–1688.
25. Galuppi, Laura, and Royer-Carfagni, Gianni (2014). Enhanced Effective Thickness of multi-layered laminated glass, Composites: Part B, 64: 202–213.
26. Galuppi, Laura, and Royer-Carfagni, Gianni (2020). Enhanced Effective Thickness for laminated glass beams and plates under torsion. Engineering Structures, 206: 110077.
27. Green R, “Advances in Laminated Glass Engineering” Façade Techtonics World Congress 2022 https://www.facadetectonics.org/papers/advances-in-laminated-glass-engineering
28. Green R, Bedon C, Galuppi L (2023), Design and stability of laminated glass fins with continuous lateral silicone restraint: Journal Glass Structures & Engineering; DOI 10.1007/s40940-023-00224-1
29. Green R, Crosby A, McDonnell T., “Balustrade Design Loads: Failures, Fatalities, Research and Global Design Practices” Façade Techtonics World Congress 2024
30. Green R, Crosby A, McDonnell T.,“Design of Glass Balustrades” Façade Techtonics World Congress 2024
31. Green R, Crosby A, McDonnell T, "Structural Glass Design Manual (Public Draft)" 2024 www.structglass.org
32. Green R, Crosby A, McDonnell T, "The Scope of the Structural Glass Design Manual: A voluntary specification and design guide - contents." Façade Techtonics World Congress 2024
33. Haldimann, Luible, Overend, Structural Use of Glass, 2008
34. Kala, Z “Elastic Lateral-Torsional Buckling of Simply Supported Hot-Rolled Steel I-Beams with Random Imperfections” 11th International Conference on Modern Building Materials, Structures and Techniques, MBMST 2013 Procedia Engineering 57 (2013) pp504 – 514
35. Luible, A. and Crisinel, M., “Stability of Load Carrying Elements of Glass”
36. Minor & Dalgliesh et al, “Basis for the Design of Window Glass under wind pressure”, Committee on Window Glass Research, Texas Tech University