Column excentricity
Column excentricity
(OP)
Hey guys i have the following column with the different excentricities and forces. My problem is i don't know how to calculate the moment capacity of a column like this situation. Do anyone have a suggestion regarding how to calculate such a column? Thanks in advance.





RE: Column excentricity
Plan accordingly for pattern loading, i.e. one of the loads happening when the other doesn't.
RE: Column excentricity
RE: Column excentricity