1)I have obtained the foundation load summary for my columns from post processing by selecting forces in gravity members from ram steel. I got the columns loads for gravity columns and column/brace loads. But it was missing some of the column/brace loads. Can you help mw with this.
2) Is there any any easy way of obtaining reactions at foundation level or base level for column with lateral property other than going through individual lateral column and checking its results to figure out the reaction?
Thanks,
Ankith Patel