I applied to take the PE exam and was denied due to that I did not have a PE listed for my direct supervisor. The company that I work for designs and manufacturers timber frames and all of my work is done under the supervision of a licensed PE but they are all consultant engineers and don't...
Does anyone have an understanding of what the design values would be for a steel eye and hook. I am considering using this connection in a timber truss where the bottom chord is spit in two pieces with a steel rod and plates connecting the bottom chord. At the center of the steel rod is the eye...
