Search results for query: *

Thanks for the responses and links. I will check those out. In response to ByDesign, I am looking for structural applications for steel structures and foundation designs (especially spread footings). Thanks Again

I have limited experience with Excel, but I would like to start making my own spreadsheets for repetitive and time-consuming calculations. From there, I would like to get to the point of all my calculations being "push-button." First, any advice or links to spreadsheets already...

I am having a problem in Autocad 14 (and in 2000 for that matter) with a particular drawing that I have done that I cannot open due to a fatal error of "Unhandled Access Violation Exception at 418510h." I had the same problem earlier with this drawing and wound up deleting the drawing...

Thank you for your help. I was trying to rationalize how this situation could not be transfering a moment to the girder. I see now how using the clip angles prevents rotation, but if the beam were welded directly to the girder (without clip angles), wouldn't there be a moment transfered? As I...

I know you guys can help me on this. I'm having trouble getting something clear in my head on a beam to girder connection analysis. Hypothetical: Let's say there is a floor slab supported by steel floor beams. The floor beams sit atop steel girders, which sit atop the columns (typical...