About column major reinforcement.

B

bartayd

New Member
I'm sorry, I want to ask a question. When I analyze a 5-storey building, there are 2 pieces of 16 iron in the 30*60 column mirror. even when I look at the sample projects, 3 pieces of 14 reinforcements seem to be sufficient for the column mirrors of even a 10-storey building. but when I go around the constructions, I see 3, 4, and even 5 16-inch irons in the 30 section on the column mirrors of most 4 or 5 storey buildings. irons are seen frequently in the middle parts. What could cause this number to increase in the results of analysis with other programs? Or, what is the reason why 2 16 steel irons appear as standard in solutions with idecad. Although the number of floors increases, the number of reinforcements in the mirror does not change.
 
In ideCAD, columns are equipped in accordance with earthquake code conditions, and their strength is ensured to be sufficient in all loading combinations. In addition, the rules in TS 500 are followed and it is not allowed to fall below the minimum reinforcement.
 
Is the column reinforcement 2 fi 16 or 2 fi ? There is no such standard. How difficult this system is depends on how you place the column and how it relates to other columns. I am attaching two screenshots. You will see that the result is not so.
 
I know it is, but in all the calculations I made, there are 2 fi 16s in the 25 arm, when I look at other projects, they keep the rate of 5 fi 16s high.
 
In the column reinforced concrete, you may have locked it as 2Q16 in the area where the major minor reinforcement is shown. take a look at column reinforcement settings
 
"bartayd":2xuiahuk" said:
No bro, on the contrary, when 2 comes out, I increase it to 2 manually.
Click to expand...
If you add a project, we'll see. It can also be a project with a single column.
 
You must log in or register to reply here.
Back
Top