AASHTO 3.15.2.1
AASHTO 3.15.2.1
(OP)
Anybody have an old AASHTO (c. 1960-65) regarding wind-loading?
We are evaluating an exisiting bridge (2485', 12 spans, steel girder w/ floor beam) built/designed in 1964/1965.
Our analysis seems to be a little bit heavy, as we are using AASHTO 3.15.2.1 (applies to spans over 125').
Thanks in advance.
Dan
We are evaluating an exisiting bridge (2485', 12 spans, steel girder w/ floor beam) built/designed in 1964/1965.
Our analysis seems to be a little bit heavy, as we are using AASHTO 3.15.2.1 (applies to spans over 125').
Thanks in advance.
Dan






RE: AASHTO 3.15.2.1
I have the 1969 Tenth Edition, maybe this helps?
What specifically do you need to know?
Regards
VOD