structural beam support problem

C

cesuray

New Member
I can't support the structured beams in the photo to the column. How should I define the beams? It's a problem. I would appreciate your help when I define a beam.
 
What do you mean by glued beam? I don't understand how this makes sense. How will these beams carry the load? How will it transfer earthquake forces? If you are going to make an addition, take the relevant beams with a width of 45/50 or 50/50 so that at least some of them are supported on the column. Another solution is to take the beams 25/50, tie them properly to the columns, model the ledges as 25 cm slab ledges.
 
you are right until the end, the main system depends on the columns and beams, you hand over the project to the contractor.
 
"cesuray":1d1d6bms" said:
you are right to the end, the main system depends on the columns and the beams, you deliver the project to the contractor. The contractor has tied the beams in this way. You will.. this will happen if the project is out of the way. Civil engineers always bear the brunt of it anyway. God knows what the contractor made the beautiful carrier system while he was doing it on site.
Click to expand...
 
it's true, my teacher erhan, they are disgraced, they have changed the height of the floors, the corner columns-beams are in this state, but the market is here, we did it, what should we do, it is said that the engineer will find a way, this kind of attitude makes the job cool
 
In my opinion, you should definitely not go for the solution method. If anyone finds it, let him be a good engineer and you be a bad engineer. After a while, you will realize how comfortable you are in conscience. If you don't find a solution, they will find a solution anyway, let it happen outside of you.
 
DEFINITELY DON'T do it, my dear colleague... and even those who do this need to be advised on behalf of humanity... this structure is at great risk at two points: 1-the transfer of earthquake loads, 2-floor stapling problem. which can show punch breakage at any time under dead loads.
 
what can i do to fix it, so life safety is ensured in reinforcement beam column mounting vs performance analysis but I don't want to confirm what would you advise in this way, thank you for your advice
 
I think this is what needs to be done here. that beam remains there, no attempt is made to save it by calculation. That part is strengthened. The floor between the two columns is broken for about 1 meter. The iron anchorage is made, the remaining part of the floor and the new beam are poured where it should be connected to the column with anchors. I think this is what can be done from now on. Strengthening should be done.
 
You must log in or register to reply here.
Back
Top