abusementpark
Structural
- Dec 23, 2007
- 1,086
It is my understanding that a lot older concrete structures were reinforced with smooth rebars before deformed bars became the standard practice. Are there any special considerations associated with this when evaluating and analyzing existing concrete structures?
Should you calculate the capacity of members any differently if you know or suspect that smooth rebars were used for reinforcment?
Should you calculate the capacity of members any differently if you know or suspect that smooth rebars were used for reinforcment?