I'm designing a 3 story, steel EBF structure in a high seismic area, it's design category D. The structure's columns will bear at various locations along grade beams which are in turn supported by precast piles. I'm designing everything with the 2005 code cycles per UFC (it's a military project)...
I'm designing a 3 story, steel EBF structure in a high seismic area, it's design category D. The structure's columns will bear at various locations along grade beams which are in turn supported by precast piles. I'm designing everything with the 2005 code cycles per UFC (it's a military...
Hi all, a question for the steel detailers among you. Has anyone ever designed a moment connection in which a beam framing into a column web has a flange width greater than the column depth? The moments at beam ends are in the 150 k-ft neighborhood and well below beam yield capacity. When...
