Flexure in Single Angles
Flexure in Single Angles
(OP)
Does anyone know of the provisions in the AISC code for flexure in single angles that do not have equal legs? For my case I have biaxial flexure.
FYI- I am doing an analysis of an existing structure, Why the designer used angles for a member that is in biaxial flexure is beyond me.
Thanks in advance for any help.
FYI- I am doing an analysis of an existing structure, Why the designer used angles for a member that is in biaxial flexure is beyond me.
Thanks in advance for any help.






RE: Flexure in Single Angles
In the Green Book it starts on page 5-309.
RE: Flexure in Single Angles
RE: Flexure in Single Angles
RE: Flexure in Single Angles
RE: Flexure in Single Angles
RE: Flexure in Single Angles
DaveAtkins
RE: Flexure in Single Angles