A., “Correlation between the Severities of the ASTM El19 and IS0 834 Fire Exposures, ” Fire Safety Journal, Vol. T., “Fire Temperature Time Relations, ” Chapter 4-8, SFPE Handbook of Fire Protection Engineering, National Fire Protection Association, Quincy, Massachusetts, 1995. (Ed.), Structural Fire Protection, American Society of Civil Engineers, New York, New York, 1992. Specification for the Design of Cold-Formed Steel Structural Members, American Iron and Steel Institute, Washington, D.C., 1996. S136-94, Cold-Formed Steel Structural Members, Canadian Standards Association, Etobicoke, Ontario, December 1994. IS0 834, Fire Resistance Tests-Elements of Building Construction, International Organisation for Standardisation, Switzerland, 1992.
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Future research needs are identified in the context of recent performance-based fire safety engineering concepts.Ĭanadian Commission on Building and Fire Codes, National Building Code of Canada, National Research Council of Canada, Ottawa, Ontario, 1995.ĬAN/ULC-S lOl-M89, Standard Methods of Fire Endurance Tests of Building Construction and Materials, Underwriters' Laboratories of Canada, Scarborough, Ontario, October 1989.ĪSTM El 19-95a, Standard Test Methods for Fire Tests of Building Construction and Materials, American Society for Testing and Materials, West Conshohocken, Pennsylvania, June 1995. Previous experimental and analytical studies on the subject and on the thermal and mechanical properties of the constituent materials-steel, gypsum board, and insulation-at elevated temperatures are also discussed. The current practice of establishing their fire-resistance rating, based on full-scale furnace tests, is assessed. As part of this collaboration, this literature survey summarizes the information available on the topics related to the fire resistance of loadbearing cold-formed steel-stud walls clad with gypsum board. In partnership with the North American steel industry, the National Research Council of Canada (NRC) is conducting an experimental and analytical study on the fire resistance of loadbearing cold-formed steel-framed wall and floor assemblies. To determine which structural members meet specific load requirements, consult with a Bailey Metal Technical Representative.With the increased use of cold-formed lightweight steel framing (LSF), there is growing demand for the proper assessment of its performance in building fires. Structural steel stud and track selection is based on the loads they will be required to carry as well as the wall and floor thicknesses specified in the building design. Lightweight, cold-formed galvanized steel load-bearing studs are available in a selection of sizes, flanges, gauges and yield strengths to obtain optimal performance. Load-bearing members start at a thickness of 33mils (20ga) and can be as thick as 97mils (12ga). Our devotion to serving the Canadian market with innovation, quality and value has created a strong Bailey brand within the building industry.īailey structural steel studs and tracks are used for floor and ceiling joists, axial load-bearing walls and curtain walls. Since 1950 we have been recognized as the industry leader offering building solutions for both commercial and residential structures. Structural Framing Design and Build with ConfidenceĪt Bailey Metal Products Limited, we understand that every project is a chance to build on our reputation. Universal Bridging Clip (UBC 365, UBC 600, UBC800).Horizontal Flange Attachment (HFA CLIP).Econo- Connector Surface Mount Brick Ties.EASYCLIP™ S-SERIES™ AND E-SERIES SUPPORT CLIPS.Shaftwall & Area Separation Wall Systems.
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