So we are using standard Euro steel for the structure, the whole thing is actually twice as long and i already Cut it in half (The other half is empty but the crane continues all the way). Heres a picture for the first half :
-Can i do a dynamic analysis for the first half without isolating the...
So i have to design the stairs and i decided to make the end of the stringer a roller connection . But i received a drawing and i didn't know what to make of it:
I know i'm gonna sound like an idiot here but i'm new ...So what does a Roller beam to beam connection really look like? ...And...
So were using standard 'euro I' shaped hot rolled Steel for purlins ,The Span is 6 meters (~20 feet) and inclined 6 degrees angle.
And we have one engineer that relies on Sag rods, He sais: "The sage rods create a pin support and Halves the length of torsional buckling to (3m)".
-Is this...
Yeah i kinda figured that would be the case..But i have to check for it , Material is Steel and both members are Pinned.
Now that i think about it what should be the other support on the inclined beam if i wanted to isolate it for buckling check?.
Thank all for the help Guys :)
So i have to do the stair analysis by hand , And i couldn't find the equivalent nodal forces on the inclined beam
Is there a way to do that without cutting the beam to several parts?
If not, Is there a way to turn the point loads into uniformly distributed?
Edit: What i want is to find the...
