Yes, I'm really thank for your comment.
I still not sure about this. normally, the column have axial force and moments at the same time.
so you mean we take the moment from live load without reduce factor and take axial force with reduce factor to design the column.
If so, I think this two...
Dear all,
I have no idea how to get moment for column or foundation design of multi-storey building to ASCE7-10.
I can get the reduced axial force by hand calculation for ground floor column (for example), but I cannot calculate or analysis to get reduced moment.
It's because the reduced method...
