What differs between a special moment resisting frame and an ordinary beam column joints is that the first must have rigid joints "beam column connection". My question is how to achieve that ? Does anyone can give all the requirements to achieve it ?
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
Since the later 1980s, manufacturing companies have seen over 3 percent in labor output year on year, with most of this productivty enhancement occuring because of the optimization of repetitive tasks. Download Now