Complete compaction in columns

[insaat_muh]

Some administrations want to tighten the columns completely as in the beams, it would be nice if the stirrup parameters of the beams were added to the columns. Otherwise, we have to fix the reinforced concrete-columns manually, but it can often be forgotten, we have to print again.

 

[Abdülkadir DABANLI]

Re: COMPLETE CONTROLLING ON COLUMNS

Some administrations want complete tightening of columns as in beams, it would be nice if the stirrup parameters on beams were added to the columns. Otherwise, we have to fix the reinforced concrete-columns manually. but it is often forgotten, we need to print it out again.

Yes, we face the need for complete compaction for columns as in beams.

 

[HakanŞahin]

Re: COMPLETE CLAMPING ON COLUMNS Complete stirrup tightening is optional for columns as well as beams. You can call the column a short column, or you can give the "Lower end wrapping length" value in the Static/Reinforced Concrete tab in the column settings as the height of the storey or the height you want to tighten. Stirrup tightening conditions in columns are clearly stated in the TDY. (Figure 3.3) The conditions specified in Figure 3.3 are applied, except for cases such as if the column is a short column. Which administrations want the application you ask for what reason? Good work

 

[insaat_muh]

Re: COMPLETE TIGHTENING ON COLUMNS The first one on the grounds of "arbitrariness"; Our Dinosaur-headed Chamber... (well, those who won't want the status registry document from now on, we get rid of it) Secondly, the Environment and Urbanization Directorate in a project I have at the moment.