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Design and construction of building structures with fibre-reinforced polymers
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Available format(s): Hardcopy, PDF
Language(s): English, French
Published date: 01-01-2012
Publisher: Canadian Standards Association
Preface1 Scope2 Reference publications3 Definitions, abbreviations, subscripts and symbols, and units of measurement4 Drawings and related documents5 General design requirements6 Limit states, loading, load combinations, and factored resistance7 Properties of FRP components and reinforcing materials8 Design of concrete components with FRP reinforcement9 Development and splices of reinforcement10 Design of concrete components prestressed with FRP11 Strengthening of concrete masonry and steel components with FRP12 Provisions for seismic design13 Design of FRC/FRP composites cladding14 ConstructionAnnexesA (normative) - Determination of cross-sectional area of FRP reinforcementB (normative) - Anchor for testing FRP specimens under monotonic, sustained, and cyclic tensionC (normative) - Test method for tensile properties of FRP reinforcementsD (normative) - Test method for FRP bent bars and stirrupsE (normative) - Test method for direct tension pull-off testF (normative) - Test method for tension test of flat specimensG (informative) - Test method for bond strength of FRP rods by pullout testingH (informative) - Test method for creep of FRP rodsI (informative) - Test method for long-term relaxation of FRP rodsJ (informative) - Test method for tensile fatigue of FRP rodsK (informative) - Test method for coefficient of thermal expansion of FRP rodsL (informative) - Test method for shear properties of FRP rodsM (informative) - Test method for alkali resistance of FRP rodsN (informative) - Test methods for bond strength of FRP sheet bonded to concreteO (informative) - Test method for overlap splice tension testP (informative) - Fibre-reinforced concrete claddingQ (informative) - FRP nonstructural componentsR (informative) - Procedure for the determination of a fire-resistance rating for concrete slabs reinforced with FRP and concrete members strengthened with FRPS (normative) - Test method for determining the bond-dependent coefficient of FRP rods
1.1 General This 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
Preface This 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. Scope 1.1 General This 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 components Requirements for the determination of engineering properties and design of self-supporting FRP components are covered by this Standard. 1.3 FRP reinforced components Requirements 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 effects This 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 Terminology In 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 designated normative (mandatory) or informative (nonmandatory) to define their application.
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