Hello,
I would like to ask for advice/how-to on what type of element to use for a column restraint. I have a column (frame element) that is simply bearing on a "rigid" ground and so the column is restricted only in the direction where it will compress the ground. I would like the column to be...
Hi,
In SAP2000 v14, Would I be able to disable the AISC Code design check after running load cases? if so, How? and would I be able to define my own design limits (For example, yield stress) for certain members?
Thanks