Stirrup tightening in stud-butt beams

S

SonDurak

New Member
HELLO THERE; STOPPING STOCK IS NOT INSTALLED BY THE PROGRAM, BECAUSE THERE IS NO SUPPORT REGION IN THE FACE BEAM (COLUMN-BEAM) WE MADE ON STUD OR BALCONY SIDES. I CANNOT FIND A ARTICLE ABOUT THIS IN THE REGULATION. DO WE NEED TO MAKE STOCK TIGHTENING ON THESE BEAMS?
 
Re: STRENGTHENING STRIKE IN STUD-FACE BEAMS Even if there is no such requirement in the regulation (I have not read the regulation on this subject), I think it would be beneficial to tighten. The cost is very low, but I believe it has a great effect. In order to perform full stirrup tightening in the properties of the relevant beam, simply click the relevant button. Even if you are tightening, I think the suspension reinforcement should be shown in the details. Because it distributes the point load in that way.
 
Hello friends. It is quite an old topic, but I received this situation as a deficiency from the administration today. Any friends with knowledge?
 
Hello, In the earthquake regulation, when the beam wrapping region is explained, the expression from the column face is included. Therefore, a tightening zone is not created in the secondary beams that are studded to the beams.
 
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