Thank you very much.
I believe as well to be a better solution the one you proposed, however it's good to know both ways are possible [smile]
I think I have to apologize too, maybe I was a bit rude and didn't catch the real meaning of your post.
Yeah, that is a really good advice!
Most of...
Hi HTURKAK,
I think the meaning of that image, in that particular context, is to suggest possible bracing systems in order to give stability to the structure due to the possible horizontal loads. It was strange at first place, for me, to see the truss frame at the bottom chord level to collect...
I found a document that maybe can better explain what I mean. In the below image there's a node with an horizontal bracing system, with 3 beams and a column. That is, probably, the closest idea to my original post.
I was wondering if a similar system can be applied too, ensuring the truss frame...
Hi Jed, thank you for the suggestion. I was wondering if I could find something on specific books that cover only joint design, however from my library I wasn't able to find any useful yet.
I think I'll take a look at the one you mentioned.
Hi human, I didn't know I had to specify my job or...
Dear all,
I'm starting this thread in search for infos about a problem I encountered while reading a passage from N. Subramanian "Design of steel structures". The book is really detailed and explains well the basics (and even something else) of steel structure design, however I found a non...
