Greetings,
I was wondering what would be the correct seismic classification for the attached frame. It feels like this is an obvious "moment frame". Lateral resistance is provided by the moment capacity at the column beam connection location.
On the other hand, everything is nearly purely...
In our project, consultant rejects our calculation report because we used a formula from SCM - (AISC Steel Construction Manual).
Is this normal? What am I supposed to do? Spec is a part of SCM. So shouldn't SCM be the "code"?
I am just dumbstruck to respond to this comment. Project is located...
Greetings,
I need some tips on solving a specific problem that keeps bugging my mind. We are working as a detailer in a rather large international project. My problem is with how to strengthen a beam web against bolt bearing?
So in this particular project, there are some beams connected to...
