Maximum deflection of column for rc bridge design
Maximum deflection of column for rc bridge design
(OP)
Good day!
I am designing columns and piles for a viaduct.
It has a single column and a single pile on all piers. One of my columns, with an unsupported height of 13.7m (12.7m clear height) has a deflection of around 160mm for longitudinal direction and 340mm for transverse direction at the unsupported height. Is there something written in AASHTO LRFD 2012 about the maximum deflection?
I am designing columns and piles for a viaduct.
It has a single column and a single pile on all piers. One of my columns, with an unsupported height of 13.7m (12.7m clear height) has a deflection of around 160mm for longitudinal direction and 340mm for transverse direction at the unsupported height. Is there something written in AASHTO LRFD 2012 about the maximum deflection?






RE: Maximum deflection of column for rc bridge design
RE: Maximum deflection of column for rc bridge design