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PrefaceThis is the second edition of CSA S806, Design and construction of building structures with fibre-reinforced polymers. It supersedes the first edition published in 2002.This Standard contains provisions for building structures composed of fibre-reinforced polymers (FRP). The fibres are of aramid, carbon, and glass. The polymers are resins that are rigid at room temperature; relevant provisions relate to thermosetting types of resin. The Standard covers general design requirements, limit states design, the properties of FRP components and reinforcing materials, the design of concrete components with FRP reinforcement, the design of concrete components prestressed with FRP, the design of components with surface-bonded FRP, the design of fibre-reinforced concrete (FRC)\/FRP composite cladding, and seismic design and construction. Normative annexes provide test procedures that are integral to the Standard, while informative annexes describe best current practice.CSA acknowledges that the development of this Standard was made possible, in part, by the financial support of the following: American Composites Manufacturers Association \u2014 FRP Rebar Manufacturers Council, BP Composites Ltd., Fibrewrap Construction Canada Inc., FIRep North America Inc., Hughes Brothers, Inc., ISIS Canada, Public Works Government Services Canada, Pultrall Inc., Schock, Sika Canada, and Vector Construction.This Standard was prepared by the Technical Committee on Design and Construction of Building Structures with Fibre-Reinforced Polymers, under the jurisdiction of the Strategic Steering Committee on Structures (Design), and has been formally approved by the Technical Committee.Scope1.1 GeneralThis Standard provides requirements for the design and evaluation of building components of fibre-reinforced polymers (FRP) in buildings and of building components reinforced with FRP materials. It is based on limit states design principles and is consistent with the National Building Code of Canada. This Standard does not apply to the design of fibre-reinforced concrete (FRC), except for FRC\/FRP cladding as defined in Clause 7.3 and Clause 13.Note: Procedures, test methods, and specifications are provided in Annexes A to S.1.2 FRP componentsRequirements for the determination of engineering properties and design of self-supporting FRP components are covered by this Standard.1.3 FRP reinforced componentsRequirements for the determination of engineering properties and design of FRP reinforced building components are covered by this Standard. The FRP reinforcing elements covered include bars, tendons, mats, grids, roving, sheets, and laminates.1.4 Exposure to fire and temperature effectsThis Standard requires the designer to consider the possible effects of exposure to fire or elevated temperatures on the performance of FRP components and FRP reinforced components.1.5 TerminologyIn CSA standards, "shall" is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the standard; "should" is used to express a recommendation or that which is advised but not required; and "may" is used to express an option or that which is permissible within the limits of the standard.Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material.Notes to tables and figures are considered part of the table or figure and may be written as requirements.Annexes are 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renforc\u00e9s de fibres, et remplace la premi\u00e8re \u00e9dition publi\u00e9e en 2002.Cette norme vise les structures de b\u00e2timent constitu\u00e9es de polym\u00e8res renforc\u00e9s de fibres (PRF). Les fibres en question sont l\u2019aramide, le carbone et le verre. Les polym\u00e8res sont des r\u00e9sines qui demeurent rigides \u00e0 la temp\u00e9rature ambiante ; les caract\u00e9ristiques pertinentes concernent les types de r\u00e9sines durcissables par la chaleur. Cette norme \u00e9nonce des exigences g\u00e9n\u00e9rales visant le calcul, les calculs aux \u00e9tats limites, les propri\u00e9t\u00e9s des composants en PRF et des mat\u00e9riaux d\u2019armature, le calcul des composants en b\u00e9ton arm\u00e9 de PRF, le calcul des composants de b\u00e9ton pr\u00e9contraint avec des PRF, le calcul des composants contenant des PRF inject\u00e9s, le calcul des parements composites contenant du b\u00e9ton renforc\u00e9 de fibres et des polym\u00e8res renforc\u00e9s de fibres, les calculs antisismiques et la construction. Les annexes normatives contiennent les modes op\u00e9ratoires d\u2019essai qui font partie int\u00e9grante de cette norme et les annexes informatives d\u00e9crivent les pratiques les plus courantes.La CSA tient \u00e0 souligner que l\u2019\u00e9laboration de cette norme a \u00e9t\u00e9 rendue possible, en partie, par le soutien financier des organismes suivants : l\u2019American Composites Manufacturers Association \u2014 FRP Rebar Manufacturers Council, BP Composites Ltd, Fibrewrap Construction Canada Inc., FIRep North America Inc., Hughes Brothers, Inc., ISIS Canada, Travaux publics et Services gouvernementaux Canada, Pultrall Inc., Sch\u00f6ck, Sika Canada et Vector Construction.La version fran\u00e7aise de cette norme a \u00e9t\u00e9 pr\u00e9par\u00e9e par l\u2019Association canadienne de normalisation, d\u2019apr\u00e8s la version anglaise publi\u00e9e en mars 2012, laquelle a \u00e9t\u00e9 \u00e9labor\u00e9e par le Comit\u00e9 technique sur le calcul et la construction des structures de b\u00e2timent contenant des polym\u00e8res renforc\u00e9s de fibres sous l\u2019autorit\u00e9 du Comit\u00e9 directeur strat\u00e9gique sur les charpentes (calcul) et a \u00e9t\u00e9 approuv\u00e9e par le Comit\u00e9 technique.Domaine d'application1.1 G\u00e9n\u00e9ralit\u00e9sCette norme \u00e9nonce les exigences relatives au calcul et \u00e0 l'\u00e9valuation des composants en polym\u00e8re renforc\u00e9 de fibres (PRF) utilis\u00e9s dans la construction et des composants arm\u00e9s ou renforc\u00e9s avec des mat\u00e9riaux PRF. Elle est bas\u00e9e sur les principes de calcul aux \u00e9tats limites et est conforme au Code national du b\u00e2timent - Canada.Cette norme ne s'applique pas au calcul du b\u00e9ton arm\u00e9 avec des fibres (BRF) sauf pour ce qui est des parements BRF\/PRF tel que d\u00e9fini \u00e0 l'article 7.3 et au chapitre 13.Note : Les modes op\u00e9ratoires, les m\u00e9thodes d'essai et les sp\u00e9cifications se trouvent dans les annexes A \u00e0 S.1.2 Composants PRFLes exigences visant la d\u00e9termination des caract\u00e9ristiques techniques et le calcul des composants PRF autoporteurs font l'objet de cette norme.1.3 Composants renforc\u00e9s avec des PRFLes exigences visant la d\u00e9termination des caract\u00e9ristiques techniques et le calcul des composants arm\u00e9s ou renforc\u00e9s avec des fibres sont \u00e9nonc\u00e9es dans cette norme. Les composants arm\u00e9s ou renforc\u00e9s avec des fibres vis\u00e9s par cette norme comprennent, entre autres, les barres, les c\u00e2bles, les matelas, les treillis, les boudinages, les feuilles et les lamin\u00e9s.1.4 Effets d'une exposition aux flammes et \u00e0 des temp\u00e9ratures \u00e9lev\u00e9esCette norme exige que le concepteur prenne en consid\u00e9ration les effets d'une exposition aux flammes et \u00e0 des temp\u00e9ratures \u00e9lev\u00e9es sur le comportement des composants PRF et des composants renforc\u00e9s avec des PRF.1.5Dans cette norme, le terme \u00abdoit\u00bb indique une exigence, c'est-\u00e0-dire une prescription que l'utilisateur doit respecter pour assurer la conformit\u00e9 \u00e0 la norme ; \u00abdevrait\u00bb indique une recommandation ou ce qu'il est conseill\u00e9 mais non obligatoire de faire ; et \u00abpeut\u00bb indique une possibilit\u00e9 ou ce qu'il est permis de faire.Les notes qui accompagnent les articles ne comprennent pas de prescriptions ni de recommandations. 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is the second edition of CSA S806, Design and construction of building structures with fibre-reinforced polymers. It supersedes the first edition published in 2002.This Standard contains provisions for building structures composed of fibre-reinforced polymers (FRP). The fibres are of aramid, carbon, and glass. The polymers are resins that are rigid at room temperature; relevant provisions relate to thermosetting types of resin. The Standard covers general design requirements, limit states design, the properties of FRP components and reinforcing materials, the design of concrete components with FRP reinforcement, the design of concrete components prestressed with FRP, the design of components with surface-bonded FRP, the design of fibre-reinforced concrete (FRC)\/FRP composite cladding, and seismic design and construction. Normative annexes provide test procedures that are integral to the Standard, while informative annexes describe best current practice.CSA acknowledges that the development of this Standard was made possible, in part, by the financial support of the following: American Composites Manufacturers Association \u2014 FRP Rebar Manufacturers Council, BP Composites Ltd., Fibrewrap Construction Canada Inc., FIRep North America Inc., Hughes Brothers, Inc., ISIS Canada, Public Works Government Services Canada, Pultrall Inc., Schock, Sika Canada, and Vector Construction.This Standard was prepared by the Technical Committee on Design and Construction of Building Structures with Fibre-Reinforced Polymers, under the jurisdiction of the Strategic Steering Committee on Structures (Design), and has been formally approved by the Technical Committee.Scope1.1 GeneralThis Standard provides requirements for the design and evaluation of building components of fibre-reinforced polymers (FRP) in buildings and of building components reinforced with FRP materials. It is based on limit states design principles and is consistent with the National Building Code of Canada. This Standard does not apply to the design of fibre-reinforced concrete (FRC), except for FRC\/FRP cladding as defined in Clause 7.3 and Clause 13.Note: Procedures, test methods, and specifications are provided in Annexes A to S.1.2 FRP componentsRequirements for the determination of engineering properties and design of self-supporting FRP components are covered by this Standard.1.3 FRP reinforced componentsRequirements for the determination of engineering properties and design of FRP reinforced building components are covered by this Standard. The FRP reinforcing elements covered include bars, tendons, mats, grids, roving, sheets, and laminates.1.4 Exposure to fire and temperature effectsThis Standard requires the designer to consider the possible effects of exposure to fire or elevated temperatures on the performance of FRP components and FRP reinforced components.1.5 TerminologyIn CSA standards, "shall" is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the standard; "should" is used to express a recommendation or that which is advised but not required; and "may" is used to express an option or that which is permissible within the limits of the standard.Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material.Notes to tables and figures are considered part of the table or figure and may be written as requirements.Annexes are 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renforc\u00e9s de fibres, et remplace la premi\u00e8re \u00e9dition publi\u00e9e en 2002.Cette norme vise les structures de b\u00e2timent constitu\u00e9es de polym\u00e8res renforc\u00e9s de fibres (PRF). Les fibres en question sont l\u2019aramide, le carbone et le verre. Les polym\u00e8res sont des r\u00e9sines qui demeurent rigides \u00e0 la temp\u00e9rature ambiante ; les caract\u00e9ristiques pertinentes concernent les types de r\u00e9sines durcissables par la chaleur. Cette norme \u00e9nonce des exigences g\u00e9n\u00e9rales visant le calcul, les calculs aux \u00e9tats limites, les propri\u00e9t\u00e9s des composants en PRF et des mat\u00e9riaux d\u2019armature, le calcul des composants en b\u00e9ton arm\u00e9 de PRF, le calcul des composants de b\u00e9ton pr\u00e9contraint avec des PRF, le calcul des composants contenant des PRF inject\u00e9s, le calcul des parements composites contenant du b\u00e9ton renforc\u00e9 de fibres et des polym\u00e8res renforc\u00e9s de fibres, les calculs antisismiques et la construction. Les annexes normatives contiennent les modes op\u00e9ratoires d\u2019essai qui font partie int\u00e9grante de cette norme et les annexes informatives d\u00e9crivent les pratiques les plus courantes.La CSA tient \u00e0 souligner que l\u2019\u00e9laboration de cette norme a \u00e9t\u00e9 rendue possible, en partie, par le soutien financier des organismes suivants : l\u2019American Composites Manufacturers Association \u2014 FRP Rebar Manufacturers Council, BP Composites Ltd, Fibrewrap Construction Canada Inc., FIRep North America Inc., Hughes Brothers, Inc., ISIS Canada, Travaux publics et Services gouvernementaux Canada, Pultrall Inc., Sch\u00f6ck, Sika Canada et Vector Construction.La version fran\u00e7aise de cette norme a \u00e9t\u00e9 pr\u00e9par\u00e9e par l\u2019Association canadienne de normalisation, d\u2019apr\u00e8s la version anglaise publi\u00e9e en mars 2012, laquelle a \u00e9t\u00e9 \u00e9labor\u00e9e par le Comit\u00e9 technique sur le calcul et la construction des structures de b\u00e2timent contenant des polym\u00e8res renforc\u00e9s de fibres sous l\u2019autorit\u00e9 du Comit\u00e9 directeur strat\u00e9gique sur les charpentes (calcul) et a \u00e9t\u00e9 approuv\u00e9e par le Comit\u00e9 technique.Domaine d'application1.1 G\u00e9n\u00e9ralit\u00e9sCette norme \u00e9nonce les exigences relatives au calcul et \u00e0 l'\u00e9valuation des composants en polym\u00e8re renforc\u00e9 de fibres (PRF) utilis\u00e9s dans la construction et des composants arm\u00e9s ou renforc\u00e9s avec des mat\u00e9riaux PRF. Elle est bas\u00e9e sur les principes de calcul aux \u00e9tats limites et est conforme au Code national du b\u00e2timent - Canada.Cette norme ne s'applique pas au calcul du b\u00e9ton arm\u00e9 avec des fibres (BRF) sauf pour ce qui est des parements BRF\/PRF tel que d\u00e9fini \u00e0 l'article 7.3 et au chapitre 13.Note : Les modes op\u00e9ratoires, les m\u00e9thodes d'essai et les sp\u00e9cifications se trouvent dans les annexes A \u00e0 S.1.2 Composants PRFLes exigences visant la d\u00e9termination des caract\u00e9ristiques techniques et le calcul des composants PRF autoporteurs font l'objet de cette norme.1.3 Composants renforc\u00e9s avec des PRFLes exigences visant la d\u00e9termination des caract\u00e9ristiques techniques et le calcul des composants arm\u00e9s ou renforc\u00e9s avec des fibres sont \u00e9nonc\u00e9es dans cette norme. Les composants arm\u00e9s ou renforc\u00e9s avec des fibres vis\u00e9s par cette norme comprennent, entre autres, les barres, les c\u00e2bles, les matelas, les treillis, les boudinages, les feuilles et les lamin\u00e9s.1.4 Effets d'une exposition aux flammes et \u00e0 des temp\u00e9ratures \u00e9lev\u00e9esCette norme exige que le concepteur prenne en consid\u00e9ration les effets d'une exposition aux flammes et \u00e0 des temp\u00e9ratures \u00e9lev\u00e9es sur le comportement des composants PRF et des composants renforc\u00e9s avec des PRF.1.5Dans cette norme, le terme \u00abdoit\u00bb indique une exigence, c'est-\u00e0-dire une prescription que l'utilisateur doit respecter pour assurer la conformit\u00e9 \u00e0 la norme ; \u00abdevrait\u00bb indique une recommandation ou ce qu'il est conseill\u00e9 mais non obligatoire de faire ; et \u00abpeut\u00bb indique une possibilit\u00e9 ou ce qu'il est permis de faire.Les notes qui accompagnent les articles ne comprennent pas de prescriptions ni de recommandations. 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