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Canadian Highway Bridge Design Code

Similar considerations of durability are made in guidelines from the UK Concrete Society (TR55 2000), by(fib-buUetin-14 2001), by the Japanese code (JSCE 2001) and by the latest version of the Canadian Highway Bridge Design Code (CAN/CSA-S6-00 2000). [Pg.89]

CAN/CSA-S6-00 (2000). Canadian Highway Bridge Design Code. Rexdale, Ontario, Canadian Standards Association. [Pg.124]

CAN/CSA-S6 (2006) (this Canadian Highway Bridge Design Code has adopted design provisions similar to those in ACI 440 2R-08(2008))... [Pg.616]

CAN/CSA-S6 (2006), Canadian highway bridge design code , S6-06, Canadian Standards Association, Mississauga, Ontario, Canada. [Pg.621]

See other pages where Canadian Highway Bridge Design Code is mentioned: [Pg.47]    [Pg.47]    [Pg.175]    [Pg.2316]    [Pg.47]    [Pg.47]    [Pg.175]    [Pg.2316]   
See also in sourсe #XX -- [ Pg.47 , Pg.173 ]



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