Thank you both for an answers.
CANPRO I will think about your thoughts.
bob33 I was thinking about your words. Do you think that is possible after a while?
Hello guys,
I need a bit help with the steel beam to concrete connection design.
At the moment I am having a steel portal frame which standing on top of the precast concrete units with uncertain bearing capacities. I would like to avoid supporting that portal on precast concrete unit since...
Hello guys
at the moment I am working with the structure that seems to be sway sensitive. There is an 2x2 m elevators shaft, 5 stories height, each 3m height, consisted of steel beams and columns. Also there are tensile flat plate bracing. Tried to put other type of bracing, x hollow section...
Finally I've got this done. Final result is that we drilled the hole through the plate (fi20mm), welded down the profile on the upper side of the plate and on the bottom side as well. Final plate thickness is 7.5mm with the hole r=10mm in the centre point. While I was doing this I was trying to...
Ok guys, I am not really sure why does it have to be this way but I was just told to do so. Anyway I will try to give more than one solution to this problem so the first extra solution with this that you say it wont work is going to be the one with the hole in the middle of the plate. I am...
Loading is static so I guess no need for that.
Update I can't drill a hole through the plate due the some special clients request so I am going with this fillet weld. Hope it won't collapse :D
Many thanks guys you've helped me a lot all of you and I now understand what I'm doing. One last thing, I suppose I have to use some of failure mode to design distances of hangers from edges, but which one and how do I do that?
Many thanks guys im working according to british standards, even though standrard are the last thing on earth that is concerning me, my main problem is that I didnt understand this i was just guessing. Other thing, when me talk about bolts position, bolts that are support for this plate, in your...
Hello guys,
I need your help regarding with the steel plate design which I have never done before. I tryed to use Roarks book to find formula for my case but seems like there is no my case in his book so i used an other simple program that I also found here on thread. I compared the program...
