MrStohler
Structural
- May 1, 2001
- 81
I'm looking for some feedback about the use of "Open STAAD". I will probably attempt to write a macro (is that the correct term?) to gather data from the STAAD output.
EXAMPLE: At a brace connection design, for the load combinations that correspond to the max & min brace loads, we would like to gather the corresponding reactions of the members also connected to that joint.
Is this practical with Open STAAD? We currently perform this task manually, by scrolling through the load combinations for the max & min then looking up the info for the other members (we only do this if use of the envelope loads yields an unreasonably large connection)
Thanks
EXAMPLE: At a brace connection design, for the load combinations that correspond to the max & min brace loads, we would like to gather the corresponding reactions of the members also connected to that joint.
Is this practical with Open STAAD? We currently perform this task manually, by scrolling through the load combinations for the max & min then looking up the info for the other members (we only do this if use of the envelope loads yields an unreasonably large connection)
Thanks