How does US codes see non structural components like Piping connected to the pumps or compressors or heat exchangers? In most cases their designs are governed by their allowable nozzle loads in operating load cases. And loads generated in an IL 4 event very likely to exceed allowable of those nozzles.
Super helpful much appreciated! Did you ever upload the anchorage follow up video? New engineer having to design the wall/ground anchorage for something just like your ground resting unit example at the end.
How does US codes see non structural components like Piping connected to the pumps or compressors or heat exchangers? In most cases their designs are governed by their allowable nozzle loads in operating load cases. And loads generated in an IL 4 event very likely to exceed allowable of those nozzles.
Hello Sir
Where did you get these ecample questions
Ty
2018 IBC SEAOC Structural/Seismic Design Manual Volume 1: Code Application Examples or 2021 is most recent
Super helpful much appreciated! Did you ever upload the anchorage follow up video? New engineer having to design the wall/ground anchorage for something just like your ground resting unit example at the end.
Which section should I choose for steel roofs? How should I check the displacements? I am not sure.
great video. going for seismic exam early march 2021
according to ASCE7-16 chapter 14 (non structural), anchor demands for masonry should be increased by 2x.
Correct 2x applies to both masonry and concrete since you cannot achieve ductile failure in the bolts
It is true