11-03-2010, 01:08 PM
parhyang:
what you mean is not necessary to consider the very corner stress?
allagui10 : i agree on what you suggested. just assign pier to it and use the pier axial load + bending to design that particular strip.
what you mean is not necessary to consider the very corner stress?
allagui10 : i agree on what you suggested. just assign pier to it and use the pier axial load + bending to design that particular strip.