Hello folks,
In a few day's I will be heading into the field to get measurements for a custom fabricated cold form long-span roof joist (fabricated sometime in the 1950's). The shapes of the top and bottom cord are a bit odd. In keeping with the nomenclature of the current ANSI Cold-Formed...
I hope you all don't mind a new thread, I know there might be a few others floating around but I had a quick question about the TURN.LSP application.
I stumbled upon it the other day and first off, I would just like to say what a great piece of free software. My company doesn't have any turn...
Hey all,
I was looking at Table 8-4 Coefficients C for Eccentrically Loaded Weld Groups for use in designing a stiffened seat connection that is a bit larger than usual. Followed the whole eccentric load @ 0.8W (width of seat plate) found a C-value plugged it in... pretty typical I thought...
