Yeah, that's what I'm affraid of, and from my first calculations, web thickness of UPN won't be enough...
I can't increase the beam in any direction - below it wouldn't allow people do pass through and above I've got high windows from floor, and besides it's the main façade...
I'm trying to...
The structural system is attached to this post. It's a very basic portal frame, where I know exactly the load and the span of each beam. The beam in particular, is in the façade, so this portal frame in study has got the least loads of them all.
I can easily calculate the loads on the portal...
Hi my fellows engineers!
I'm an italian strucutral engineer, working as an independent consultant, and I'm here to share with you a new problem and maybe get some solutions/tips.
Here's the thing: yesterday, I went to an office building (inside a warehouse) which is meant to go under...
