TYPICAL BEAM DETERMINATION

A

akcim

New Member
Hello friends, after determining the typical beams in my project, the amount of reinforcement increased by 4 tons, what do you think could be the reason? Can we move on without specifying the typical beam?
 
Hello, If typical beams are not defined in cassette and rib slabs, you cannot take the expansions of these floor beams and you cannot see them in the quantity. Check the geometry and correct typical beam errors and you'll be right to draw and measure.
 
Thank you for your answer, I also had another question. It gives 12fi14 reinforcements at the top right and left of the beams, don't you think this is too much and how can we prevent this?
 
We do not know what kind of beam it is, of course, but if we think of it as an ordinary beam of an ordinary building, we can say that the reinforcement is excessively stacked. You need to overhaul your design.
 
I looked at the project in general. First of all, do not limit the beam reinforcements to 12. Give a higher diameter reinforcement selection so that the number will decrease. There should be no problem in settling into the section. Second, I would press the ribs on the high beams, not the flat beams. In this case, the amount of reinforcement of the beam in question decreases, of course, there may be an increase in other beams, but you can optimize this. In addition, the K32-33 beams are connected to the K11 horizontal beam.
 
Since there is no column there, I connected the horizontal beams and high beams together, how else could it be?
 
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