ASTM-E2751 › Historical Revision Information
Standard Practice for Design and Performance of Supported Laminated Glass Walkways
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Scope
1.1 This practice addresses elements related to load-bearing glass walkways, glass treads, and glass landings constructed with laminated glass. This standard includes performance, design, and safe behavior considerations. It addresses the characteristics unique to glass and laminated glass. Issues that are common to all walkways, such as slip resistance, are addressed in existing referenced standards.
1.2 This practice does not address glass walkways constructed with monolithic glass, glass block, insulating glass units, glass tiles that are directly bonded to a non-glass structural substrate, or glass walkways intended to support vehicular traffic.
1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for mathematical conversions to inch-pound units that are provided for information only and are not considered standard.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Significance and Use
4.1 Glass is a brittle material with different time and temperature-dependent properties than other solid materials used as walkways surfaces. Therefore, the type of glass is an important consideration in the design and construction of glass treads and glass landings constructed with laminated glass.
4.2 Post-breakage glass retention is an important consideration in the design of a glass walkway system as a means of minimizing tripping, cutting/piercing injuries, or fall-through or fallout of the glass.
4.3 The structural design shall be confirmed by calculations by a licensed design professional in accordance with Section 5.
4.4 If testing is required (see 4.4.1-4.4.3) to verify post-glass breakage behavior of the glass walkway, the testing shall be in accordance with Section 6.
4.4.2 For laminates with more than two glass plies, verification testing is not required provided that calculations completed in accordance with 4.3 demonstrate that the glass assembly has sufficient strength to sustain the full design load with any one glass ply broken.
4.4.3 When verifying post-breakage behavior by calculation, allowable glass stress for 10 min load duration in accordance with Table 1 shall be used for all load cases.
Glass Type | 3-sec | 10-min | 60-min | Permanent |
Annealed | 18.3 (2650) | 13.2 (1902) | 11.7 (1701) | 5.7 (827) |
Heat-strengthened | 36.5 (5300) | 30.9 (4482) | 29.2 (4235) | 20.3 (2944) |
Tempered | 73.0 (10 600) | 65.3 (9471) | 63.0 (9137) | 49.4 (7165) |
4.5 The manufacturer or designer of glass walkway systems shall provide installation directions and fabrication and installation tolerances of their systems.
4.6 The structural integrity of the glass walkway system after glass breakage shall be sufficient to support the design loads after any one glass ply is broken. If damage of any kind occurs, the walkway shall be cordoned off and the installation shall be inspected to ensure structural integrity and pedestrian safety of the system.
Keywords
annealed glass; heat-strengthened glass; glass; glass floor; glass stair treads; glass walkways; laminated glass; tempered glass; ICS Number Code 81.040.20 (Glass in building)
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Document Number
ASTM-E2751-12
Revision Level
2012 EDITION
Status
Superseded
Modification Type
Revision with Title Change
Publication Date
Feb. 1, 2013
Document Type
Practice
Page Count
4 pages
Committee Number
E06.56