Settlement and bars yielding
Settlement and bars yielding
(OP)
Concrete columns can suffer settlement.. can this cause some bars to yield? for example rebar strain is about 0.002 and there is bound to be settlement in some parts due to the reinforcements and stirrups.. this can cause gap of 0.005 that is already in yield strain of rebars.






RE: Settlement and bars yielding
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Settlement and bars yielding
RE: Settlement and bars yielding
RE: Settlement and bars yielding
RE: Settlement and bars yielding