msquared48
Structural
- Aug 7, 2007
- 14,745
Josh:
Looked in our RISA manual, but could not find anything on tapered member input for wood poles. Does RISA have any function for that, or do I have to use the sectionalized approach with more nodes for the pole?
Mike McCann
MMC Engineering
Looked in our RISA manual, but could not find anything on tapered member input for wood poles. Does RISA have any function for that, or do I have to use the sectionalized approach with more nodes for the pole?
Mike McCann
MMC Engineering