Commentaire
Section 8.1.2 last sentence of bullet point (b) as well as bullet point (c) is redundant. As all members are AT or WT grade according to bullet point (a)
Bullet point (d) allows non notch-tough steel which is in conflict of bullet point (a) or this is supposed to be an exception. If not, what the notch-toughness requirement for secondary members in general, as
Bullet point (e) describe the notch-toughness requirements for Secondary members of curved bridges or highly skewed bridges only.
Submitted 20 November 2023 3:42 PM
Comment on
Manuel de conception des structures v60
PCT Numéro
000-0184
Comment ID
396
Commenting on behalf of
Comment status