Hi,
I used the verification example for the buckling factors for determining the critical buckling loads for a simple column (pinned pinned).
However I get different results every time I run them. How do I ensure that the values I get are the…
I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help.
The problem is:
While the beam offset works perfectly for modelling a beam…
Hello,
I'm looking at this article, and would like some clarification:
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2055/ram-steel-columns-fa
The diagram says "minor" and "major" axis moment, however…