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Development of a Canadian fire-resistance design method for massive wood members

https://library.fpinnovations.ca/en/permalink/fpipub39731
Author
Dagenais, Christian
Osborne, Lindsay
Date
January 2013
Material Type
Research report
Field
Sustainable Construction
Development of a Canadian Fire-Resistance Design Method for Massive Wood Members
Author
Dagenais, Christian
Osborne, Lindsay
Contributor
Canadian Forest Service.
Date
January 2013
Material Type
Research report
Physical Description
37 p.
Sector
Wood Products
Field
Sustainable Construction
Research Area
Building Systems
Subject
Fire
Building construction
Design
Series Number
301006148
E-4821
Location
Québec, Québec
Language
English
Abstract
Building regulations require that key building assemblies exhibit sufficient fire-resistance to allow time for occupants to escape and to minimize property losses. The intent is to compartmentalize the structure to prevent the spread of fire and smoke, and to ensure structural adequacy to prevent or delay collapse. The fire-resistance rating of a building assembly has traditionally been assessed by subjecting a replicate of the assembly to the standard fire-resistance test, (ULC S101 in Canada, ASTM E119 in the USA and ISO 834 in most other countries). Massive wood elements such as solid sawn timbers, glued laminated timber (glulam) and structural composite lumber (SCL) can provide excellent fire-resistance. This is due to the inherent nature of thick timber members to char slowly when exposed to fire allowing massive wood systems to maintain significant structural resistance for extended durations when exposed to fire. Calculating the fire-resistance of massive wood elements can be relatively simple because of the essentially constant and predictable rate of charring during the standard fire exposure. Charred wood is assumed to no longer provide any strength and stiffness; therefore the remaining (or reduced) cross-section must be capable of carrying the load. This report presents two (2) mechanics-based design procedures as alternative design methods to conducting fire-resistance tests in compliance with ULC S101 or to using Appendix D-2.11 of the NBCC, which is limited to glulam members stressed in bending or axial compression. The procedures are applicable to solid sawn timber, glulam or SCL structural members and aim at developing a suitable calculation method that would provide accurate fire-resistance predictions when compared to test data. The long-term objective is to provide recommendations for incorporating either method into CSA O86 and/or NBCC. The comparisons between the proposed methodologies and the experimental data for beams, columns and tension members show good agreement. While further refinement of these methods is possible, these comparisons suggest that the use of the CSA O86 equations and a load combination for rare events adequately address fire-resistance design of massive wood members.
Solid Wood Products
Glulam
Structural building components
Cross-laminated timber
Buildings - Design
FIRE RESISTANCE
Documents
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Fire stops and sealing joints in cross-laminated timber construction

https://library.fpinnovations.ca/en/permalink/fpipub39835
Author
Dagenais, Christian
Date
March 2014
Material Type
Research report
Field
Sustainable Construction
FPInnovations Fire Stops and Sealing Joints in Cross-laminated Timber Construction Date
Author
Dagenais, Christian
Contributor
Canadian Forest Service.
Date
March 2014
Material Type
Research report
Physical Description
20 p.
Sector
Wood Products
Field
Sustainable Construction
Research Area
Building Systems
Subject
Joints
Fire
Resistance
Laminate product
Wood frame
Series Number
301006715
E-4881
Location
Québec, Québec
Language
English
Abstract
The main objective of this study is to evaluate the fire-protection F- and T-ratings of selected fire stops and sealing joints in cross-laminated timber assemblies, in accordance with CAN/ULC S115 test method, “Standard Method of Fire-Tests of Firestop System”. Recommendations are given in this report with respect to proper detailing to ensure that the tested closure devices, when used in mass timber plate construction, will perform as expected. It is noted that test data is to date limited, and further testing may result in revision of these recommendations.
Cross-laminated timber
Laminated products - Fire resistance
Laminated products - Joints
Documents
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Preliminary evaluation of the fire-resistance of SCL beams

https://library.fpinnovations.ca/en/permalink/fpipub43925
Author
Dagenais, Christian
Date
May 2014
Material Type
Research report
Field
Sustainable Construction
Author
Dagenais, Christian
Contributor
Canadian Forest Service.
Date
May 2014
Material Type
Research report
Physical Description
24 p.
Sector
Wood Products
Field
Sustainable Construction
Research Area
Building Systems
Subject
Fire
Resistance
Structural composites
Laminate product
Series Number
E-4907
Location
Québec, Québec
Language
English
Abstract
The key objective of this study is to conduct a preliminary evaluation of the structural fire-resistance of selected structural composite lumber (SCL), namely laminated veneer lumber (LVL) and laminated strand lumber (LSL), in accordance with CAN/ULC S101 “Standard Methods of Fire Endurance Tests of Building Construction and Materials”.
FIRE RESISTANCE
Structural Composites - Properties
Composite Lumber
Beams - Composite - Testing
Documents
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Surface burning characteristics of glulam decking

https://library.fpinnovations.ca/en/permalink/fpipub39806
Author
Dagenais, Christian
Date
March 2014
Material Type
Research report
Field
Sustainable Construction
Author
Dagenais, Christian
Contributor
Canadian Forest Service.
Date
March 2014
Material Type
Research report
Physical Description
10 p.
Sector
Wood Products
Field
Sustainable Construction
Research Area
Advanced Wood Materials
Subject
Fire
Testing
Decking
Building materials
Series Number
301007969
E-4860
Location
Québec, Québec
Language
English
Abstract
The key objective of this study was to evaluate the surface burning characteristics (flame spread rating) of glued-laminated timber (glulam) decking in accordance with CAN/ULC S102 test method [1]. This is part of a test series aimed at evaluating the flame spread rating of mass timber components, such as cross-laminated timber (CLT) and structural composite lumber (SCL). More specifically, this study is solely focused on mass timber assemblies that are thick enough to be treated theoretically as semi-infinite solids (thermally thick solids) as opposed to thermally-thin, which is typical of traditional combustible finish products. The tested specimen in this series meets the provisions related to “heavy timber construction”, per paragraph 3.1.4.7 of Division B of the National Building Code of Canada.
FLAMMABILITY
Glulam
Decking
Documents
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