Stud Beam Corresponding to Beam Tightening Zone

H

huseyinakkus56

New Member
Hello.. I had a question. Are there any restrictions within the framework of the regulation in coinciding with the tightening zone of the beam on which the stud beam is mounted; I couldn't find it in the regulations?
 
hello, as engineers, we aim to transmit the load to the ground as much as possible without circulating the load as much as possible, we ensure that the load is transmitted from the floor to the beam, from the beam to the columns, from the columns to the foundation and from there to the floor. We avoid the studs that will create a single load, especially we do not like the studs close to the support, remember the shear force diagram, if we create a single load there, we will increase the shear force even more if we create a single load there. Do it. Take it easy...
 
"inş.müh":1ywyloo6" said:
hi, as engineers, we aim to transmit the load to the ground as much as possible without circulating it too much while designing, we ensure that the load is transmitted from the floor to the beam, from the beam to the columns, from the columns to the foundation and then to the floor. Especially we don't like studs close to the support, remember the shear force diagram. If we create a single load there, we will increase the shear force. If you are going to make a stud for this, do not do it close to the support, do it in places where the shear force is close to zero. Take it easy. ..
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Thank you for your comment. This is a situation that I avoid, but sometimes I have to. I received a warning from the personnel in the relevant administration about this issue; he said that "the beam cannot coincide with the tightening zone," he said, which is also stated in the regulation, and when I could not find it in the regulation, I wanted to ask.
 
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