How to design a skewed column
How to design a skewed column
(OP)
Well, my architect is at it again! In his "design" he's proposing the use of timber columns that are angled about 25 degrees from vertical to support a large portion of a roof. Where do you even start that sort of analysis? Have you seen it done?
I have shear walls throughout the rest of the diaphragm and think any horizontal components generated by the angled column could be resisted.
I have shear walls throughout the rest of the diaphragm and think any horizontal components generated by the angled column could be resisted.






RE: How to design a skewed column
RE: How to design a skewed column
RE: How to design a skewed column