ChrisToms, if I were you, I'd design a connection of this kind with a gusset plate similar to the left stiffener.
As for now I don't understand what will carry the huge componens of tension in the brace and transfer them further to the post and the chord.
I don't know what is the code that you...
Browsers, thank you.
At least now I know, that there's something similar in American practice.
Still, how can that be? Does that mean, that a fillet weld will break along one of its legs rather than along the shortest "throat line"?
I never thought, that this is possible, at least when weld...
Hello everyone.
Maybe my question seems strange to someone, still I'm confused.
The UK "Green book" on connections has table G.37 (Weld strengths) which has two columns - longitudinal loading and transverse loading, the difference between these values is 1.225. I can't actually find this in the...
Wadeshade, as to my experience, problems like that are not in the area of construction specialists. And the drawings are usually made using some SolidWorks, Inventor, etc.
As soon as you perform this task from your chief, you'll probably get some more concerning other parts of that overhead...
Thank you, now I know at least the US practice.
Still would be nice to hear the someone from Eurocode area.
The Eurocode gives sufficient guidance on how to account for the influence of any shim plates in bolted connection, but it's unclear why they aren't shown in connection samples given in...
Hello everyone.
Trying to understand the application of the well-known "Green Book" and the UK practice of simple connections use. The question I have is as follows.
In case of end-plate connections when the end-plate is connected to column web how is it possible to install the beam without...
