Greetings,
I have a question regarding column buckling. I have a tower with four posts that are tied together with horizontal members. When I put an excessively large, non-eccentric, axial load on the posts, the columns do not buckle. It seems that the columns just keep compressing. Even...
I've managed to enter and save my custom cross sections, however the sectionDB manager won't save the plastic modulus. It keeps reverting to zero. Any thoughts on how to stop this?
Hey guys,
I was wondering how to enter and save custom cross sections in Staad V8i. I don't have the Section Wizard but if that is the only way to save custom cross sections I will have to make the investment. None of the sections we use are standard.
Thanks,
-Tony