b3 disorder

[matrax]

I'm sorry, b3 irregularity always stuck in my head. First of all, I tried to make b3 irregularity. Is there a data back problem about b3 irregularity. I read an article about b3 irregularity in the f1 key, it says automatically b3 irregularity management conditions apply, I look at the report, there is an error in the report, if there is no irregularity calculations in the report, otherwise the report says How should we clear the line? .I took a look at the report, although b3 irregularity calculations were made in some columns and beams, but shouldn't it be added to the calculation in all sections of other beams and columns joining the nodal points where all this beam is connected

You do not have permission to view link Log in or register now.

 

[HakanŞahin]

sorry I was always confused about b3 irregularity. First of all, I tried to make b3 irregularity. Is there any back-data problem about b3 irregularity. I read an article about b3 disorder in the f1 key. Look, there is a mistake in the report, it does not say that irregularity calculations have been applied, otherwise how should we remove the report line. . I took a look at the report, b3 irregularity calculations were made in some columns and beams, but shouldn't it be added to the calculation in all cross-sections of other beams and columns that join the nodal points where this beam is connected

You do not have permission to view link Log in or register now.

Hello, The program increases the end forces of the beam and column with B3 irregularity by 50%. You have to increase the reinforcements of the other elements yourself.Note: You can edit the name of the beam on which the column sits as a single name.

 

[izmirlimuhendis]

sorry for b3 irregularity always stuck in my head. first of all I tried to make b3 irregularity Is there a data back problem about b3 irregularity. An article about b3 irregularity in f1 key he says okmustum automatically applies b3 irregularity directing conditions. I look at the report, there is an error in the report; . I took a look at the report, although b3 irregularity calculations were made in some columns and beams, but shouldn't it be added to the calculation in all sections of other beams and columns joining the nodal points where all this beam is connected

You do not have permission to view link Log in or register now.

Hello, The program will increase the end forces by 50% in beam and column with B3 irregularity. increases. You must increase the equipment of other elements yourself. Note: You can edit the name of the beam on which the column sits as a single name.

Now what I don't understand is; Does the program increase or not increase the end forces on other beams and columns connected to the node where this beam is connected? If it doesn't, isn't it the program's fault?

 

[Levent Özpak]

In case of B3 irregularity, 50% increase is automatically made in the program on the column with B3 irregularity and the beams on which this column sits. It is not done automatically in other elements to which this beam is connected. The beam and column static results are indicated in the report on which elements the load is increased. In case of B3 irregularity, it is among our notes that the end effects are increased in other elements to which the nodal points of the relevant beam are connected.