I am putting together some drawings for a multi-discipline utility rack and I'm using Unistrut tracks and fittings. Their engineering catalog shows beam and column capacities for their tracks and a handful of fitting capacities, but I'm finding a lot of gaps in their published load tables. So...
I'm an engineer in the States that is most familiar with the 2nd order analysis procedures outlined in AISC. I'm now working on a project in Europe, however, so I will be designing a building per EN 1993-1-1:2005. In the Eurocode, I'm having some difficulty finding concise information on the...
