PSR_1
Civil/Environmental
- Aug 9, 2016
- 56
Hello guys!
According to AASHTO or other equivalent bridge code is there a specified limit for single live stressing of post tensioned bridge beams or box girders? usually for building the limit is about 32 meters, does that apply to bridges?
According to AASHTO or other equivalent bridge code is there a specified limit for single live stressing of post tensioned bridge beams or box girders? usually for building the limit is about 32 meters, does that apply to bridges?