This is continuation of the conversation started in a previous thread (thread507-475991).
I was unable to work on the topic for a while since I was busy with some projects, however, after getting some time I went through all the comments and came up with a solution. I just wanted to post my...
Hello Everyone,
I was checking the limits of drilling holes in flanges of beams without affecting the flexural capacity of the section and I found 2 pieces of contradictory information.
1. In section F 13.1 (Strength Reductions for Members with Holes in the Tension Flange), the code says that...
I was looking at AISC Design Guide 11 for checking my structures for vibrations. I deal with machinery with constant RPM so as per the categorization in the Design Guide, my case is that of "Harmonic or sinusoidal loads". However, the design guide only deals with vibrations caused by walking or...
