column design
column design
(OP)
hello
I have a concrete column with axial force (compr) and biaxial bending.
I would like to know, when can I ignore the non-principal moment and just
design as compresion+bending.
Is there an ACI recomendation.
I read something like the moment>20%of the principal-moment. Is that correct??
Also e/h=0.005??; I am not sure, Thank you very much.






RE: column design
Condition is
(ex/b)/(ey/h)<=0.25
eccentricity of load
ex lays on parallel to b
ey lays on parallel to h, actual depth.
The correspondent statement when the other orthogonal flexure is predominant is
(ey/h)/(ex/b)<=0.25
RE: column design
RE: column design