the precinct apartment building in downtown auckland, built 2006
is sagging enough in the middle for doors to jam and sheetrock to crack
presumably something not right about the pre-stressed? steel reinforced concrete
not supposed to happen
so were the steel rods not tensioned correctly?
has the wrong spec. steel been used?
or the wrong mix concrete?
a lot of cantilevered concrete on a very small footprint
Last edited by eri; 21-03-2017 at 01:32 PM.
have you defeated them?