Csa s6-19

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Back to Results. Year Number of Pages Publisher CSA. This Code applies to the design, evaluation, and structural rehabilitation design of fixed and movable highway bridges in Canada.

Csa s6-19

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Finally, glued-laminated decks have been introduced. Includes all amendments and changes through ErrataSeptember Some csa s6-19 fees may apply.

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Our policy towards the use of cookies Techstreet uses cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser. Request Free Trial. What is a Secured PDF? What does this mean? What can you do with a Secured PDF? Most Publishers do not permit copy and pasting from the PDF. Sharing, Duplicating and Distribution prohibited. For further information on restrictions, please click here.

Csa s6-19

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Section 17 "Aluminum structures" specifies the requirements for the design, fabrication, and erection of aluminum highway bridges and pedestrian bridges. Most Publishers do not permit copy and pasting from the PDF. A testing protocol for such materials is also presented. Preservative treatments related to durability have been updated to reflect current industry practices, and design values for structural composite lumber have been removed as such products are proprietary and design values can vary between manufacturers. Secure PDF. Requirements for geotechnical and foundation design have been moved to Section 6. Also new in the edition of the Code are limited climate change requirements and guidance provided for the design of structures in impacted regions of Canada. It also covers trusses and arch type bridges. Section 14 "Evaluation" includes provisions concerning the three-level evaluation system, evaluation of deck slabs, detailed evaluation from bridge testing, and load posting of bridges. The kN truck load model and corresponding lane load model are specified as the minima for interprovincial transportation and are based on current Canadian legal loads. This Code does not apply to public utility structures or to bridges used solely for railway or rail transit purposes. Complementary Documents and Links:. Look Inside. Ship collision provisions are also included.

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The risk-based design approach involves using a resistance factor, which captures our uncertainty in the ground and in our performance predictions, combined with a consequence factor, which adjusts target reliabilities depending on the severity of failure consequences i. Back to Results. Compression field theory is used for proportioning for shear and for torsion combined with flexure. Section 12 "Barriers and highway accessory supports" specifies the requirements for the design of permanent bridge barriers and highway accessory supports. Secure PDF. Section 16 also includes design provisions for glass-fibre-reinforced polymers to be used as primary reinforcement and as tendons in concrete. My Account. This Section provides special load combinations and load factors that are specific to movable bridges. Browse Publishers. This Code does not specify requirements related to coastal effects e. This edition of the Code provides considerable additional changes, adding Code provisions in four design areas, three of which are entirely new to this Section, as follows: Clause 6. The application of the Code to the types of structures listed is not precluded where the owner of the structure has designated all or part of the Code as being applicable. Our policy towards the use of cookies Techstreet uses cookies to improve your online experience. The high-modulus fibres aramid, carbon, and glass are employed in fibre-reinforced polymers FRPs , which are used for internal reinforcement as replacements for steel bars and tendons or as external reinforcement for retrofit. Sometimes these are bound like a book, sometimes loose pages that you can put in a binder.