Looking for some help on how to design the connections in this scenario. In this example shown I have an axial force of say 100lbs per each pipe. I need to design connections between my horizontal HSS and the building Ibeams.
How would I go about doing this? Typical I used unstiffened seated...
Hello I am a PE with 6 years of experience mainly focusing on mechanical pipe supports for skyscrapers in NYC.
We have two senior engineers at my company who have differing views on the need for bracing on top of the building. Think 1000' tall skyscraper.
I am struggling to find in the codes...
