WASE
Structural
- Jul 26, 2003
- 1
Does anyone have some good references on the design of composite pipe columns? I know that the AASHTO LRFD has provisions for compression and flexure, but it looks to me like you don't get any real advantage in flexure for the concrete. That doesn't seem quite right.
The application is a bent column, which I'd like to make as slender as possible for aesthetic reasons. Thanks.
The application is a bent column, which I'd like to make as slender as possible for aesthetic reasons. Thanks.