boffintech
Civil/Environmental
- Jul 29, 2005
- 469
By definition cross-ties must alternate ends when placed. Ref ACI-318.
In columns that have ties with seismic hooks, is there a requirement for these ties to be alternated? Or is the alternating of ties engineer’s preference and if so this preference is based on what criteria?
In columns that have ties with seismic hooks, is there a requirement for these ties to be alternated? Or is the alternating of ties engineer’s preference and if so this preference is based on what criteria?