Search results for query: *

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.

These aren't light gauge cold-formed members. They're bent plates made out of A36 steel. Usually 1/4" thick or thicker.

It's not given for custom size shapes like bent plates that are similar to angles. The point of calculating it is to have a spreadsheet that can handle the generic case.

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...