kmarsh
2005-10-05, 02:10 PM
How about bondouts for concrete? We typically show bondouts in the top of wall for interior slabs to meet exterior slabs under door thresholds. Do I have to insert a separate section of wall in the bond-out location to show this? (and then use the join tool to clean it up?)
then, just to throw an engineer's spin on it, this really seems like it could mess with the analytical model. Even stacked walls are a bit of a stretch but at least you can generally line them up (analytically speaking) Anybody modeled a wall like this and analyzed with one of the API partners? Any tips/tricks to share?
-ken
then, just to throw an engineer's spin on it, this really seems like it could mess with the analytical model. Even stacked walls are a bit of a stretch but at least you can generally line them up (analytically speaking) Anybody modeled a wall like this and analyzed with one of the API partners? Any tips/tricks to share?
-ken