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  1. M

    Question about seismic design according to CSA S6:19 (Canadian bridge standard)

    Hi, I would like to have people opinion about clause 4.4.4 of CSA S6:19. The standard use the fondamental period of the structure to dtermine the performance categorie. See screen shot below. How much mode would more than consider to categorize your bridge according to the table 4.10? I am...

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