I did an Analysis for 4 multi-story building with a dynamic analysis -elastic type. This building is separated into 3 parts with a seismic Joint and I want to calculate the seismic joint width between each part. As per my understanding of this clause in ASCE, I have to consider inelastic...
Kirby 2
HI everybody. I am Supervisor engineer in Steel building company.
I have a Question regarding ASCE 7 For enclosed & Partially enclosed.
My question is: Shall i consider the personal doors, louvers and roll-up doors
as opening in the building so all the buildings will be partially...