Thanks for the answers, in fact I have been told that due to the fact that the structure (exactly a support platform)is small, there is no need for the calculation of seysmic forces.
My idea is to use the load combinations of IBC/AISC, use a fem software to calculate the total stress on the...
Hi everybody,
I'm an italian civil engineer (sorry for the language mistakes) working here in Italy, and I've been asked to certify a steel structure that will be send in Michigan, at an assembly facility of a big automotive company. It's a small structure where there will be some kind of...
