LRFD, weak axis bending and Joba
LRFD, weak axis bending and Joba
(OP)
Good morning -
I am currently designing a bridge that, due to the skew of the bridge, experiences significant WEAK axis bending moments.
I interpret the LRFD code requirements to be that the section must satisfy the interaction equation and not a particular moment capacity.
Is this correct?
When computing the capacity of the composite steel section about the WEAK axis, is the deck slab ignored?
Joba - bullpen or starter?
Thanks.
I am currently designing a bridge that, due to the skew of the bridge, experiences significant WEAK axis bending moments.
I interpret the LRFD code requirements to be that the section must satisfy the interaction equation and not a particular moment capacity.
Is this correct?
When computing the capacity of the composite steel section about the WEAK axis, is the deck slab ignored?
Joba - bullpen or starter?
Thanks.





RE: LRFD, weak axis bending and Joba
RE: LRFD, weak axis bending and Joba
RE: LRFD, weak axis bending and Joba