Hi all,
I'm anchoring some components to CMU and I was wondering if there are any seasoned Structural Engineers that know of the strongest anchor brands & methods to use. Hilti KB3's backed by ESR 1385 is what I'm currently using but I'm just curious to know if there's a better way.
Hi all,
I've been working on how to calculate the Lateral Torsional Buckling capacity of unrestrained single angles using the major and minor principal axes and ran into a bit of a snag. My calculus is quite a bit rusty and in order to calculate the capacity of angles with unequal legs via AISC...