Beam width and stud beam

fathhh

New Member
Selamun aleykum. Since I couldn't load the project, I'll try to explain it as best I can. In a project drawn with idecad statics, there are both studs and studs on the beams under the toilet and bathroom walls that continue along the stairs. I have two questions here, the first is; These beams I mentioned are 20x50cm beams. In the regulation, the beam width is at least 25cm, but it still saves, do you think the widths can be appropriate in the program) My other question is 20x50cm in these beams, which are studded and carried, studded. I look forward to your comments on this situation. Thank you very much in advance..
 
aleykum salam. It's hard to comment without seeing the project, but I think it's like a stud to a low floor slab. 20/50 can be considered suitable for low floor stud beams, but stud to stud is not something we highly recommend. If there is any excess, it is filled in place, so you do not need to turn the beam just because the outer walls of the bathroom and toilet pass there, if this is the problem, it can be solved like this, but as I said, the project should be seen, good work INS.MUH OMER FARUK ÇAKIL
 
"fathhh":3f2qox1w" said:
Hi alaikum. Since I couldn't upload the project, I will try to explain it as best as I can. In a project drawn with idecad statics, there are both studs and studs on the beams under the walls of the toilet and bathroom that continue on the sides of the stairs. I have two questions here, the first one. ; these beams I mentioned are 20x50cm beams, in the regulation, the beam width is at least 25cm, but it still saves, do you think the widths can be appropriate in the program) my other question is 20x50cm in these beams, which is carried by studs or carried by studs. I am waiting for your opinions on this situation. Thank you very much in advance. .
Hello, The minimum 25 cm width requirement for beams is valid for beams that form a frame with columns and are connected to shears in their own plane. Stud beams can be made 20 cm wide (TDY 2007 item 3.4.1.1) Good work
 
"cakilomer":144cs07v" said:
aleykumsalam.it's hard to comment without seeing the project but I think it's like a stud to a low floor slab. 20/50 can be considered suitable for low floor stud beams but stud to stud is not something we recommend. I would recommend if low flooring If you are using beams for the system, pass a 20/50 beam without spoiling the system. If there is excess, it is filled in place, so you do not need to turn the beam just because the outer walls of the bathroom and toilet pass through it. If this is the problem, it can be solved like this, but as I said, you need to see the project. /quote] yes, as you said, beams of that size are used for low floors. There are beams everywhere that pass the wall, it is a wrong thought, but this is generally what is done. There are also 20x50cm beams on the sides of the stairs. In the report, we say that there is no contradiction in shear forces. Thank you. thank you
 
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