Farhaad Shaik
Structural
Hi,
I am looking for detailing guidance for detailing reinforcement to satisfy AASHTO requirements particularly for a hollow concrete rectangular column subjected to seismic zone 4 requirements.
The column has plan dimensions of 16m x 14.8m and the walls on the 16m side is 1.4m and the other wall thickness is 1.8m.
I have gone through the various clauses in AASHTO pertaining to anchorage of longitudinal reinforcement and tie rebar requirements.
Will still appreciate any good reference with practical sketches.
regards,
I am looking for detailing guidance for detailing reinforcement to satisfy AASHTO requirements particularly for a hollow concrete rectangular column subjected to seismic zone 4 requirements.
The column has plan dimensions of 16m x 14.8m and the walls on the 16m side is 1.4m and the other wall thickness is 1.8m.
I have gone through the various clauses in AASHTO pertaining to anchorage of longitudinal reinforcement and tie rebar requirements.
Will still appreciate any good reference with practical sketches.
regards,