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Turkish Hello, I am using the Idecad Professional NC v5.511 program. I want to make a punching calculation in a 7-storey structure with a beamless raft. Also, I couldn't find anything about these column heading sizes in TS500. It would be great for me if you could also indicate from which regulation you have named the solutions (formulas) you are going to say. Thanks in advance, keep up the good work.
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COLUMN HEAD
- Thread starter civilng
- Start date
HakanŞahin
Administrator
Hello, Formulas are made according to TS500. In TS500, p:47 (item 10.4.2), p:33 (item 8.3) for mat slab design principles, p:53, p:58 and p:59 for headings, and p:237 in the ideCAD Static 5 Reference book , and for details of the formulas used in the program, see Sy:803. Good work...
Levent Özpak
New Member
Hello, in version 5, you must define column headers under the columns while in architectural plan mode to check for staples on beamless raft foundations. If the column header will not be applied in the project, if the purpose is to verify only stapling, the Height and table height values should be entered as zero in the column header settings. The X and Y size of the header doesn't matter. It is sufficient that it is sized to fit under the column. The program automatically calculates the stapling area and stapling circumference here. If the column header is not only for stapling verification and will be applied on site, the relevant TS 500 article 11.4.4. Figure 11.3 and Figure 11.4 can be examined. Note: Punching control is done automatically in version 6 Good work
"Levent Özpak" said:Hi, in version 5, you must define a column header under the columns in architectural plan mode to check for punching on beamless raft foundations. If the column header will not be applied in the project, if the purpose is to verify only stapling, the Height and table height values should be entered as zero in the column header settings. The X and Y size of the header doesn't matter. It is sufficient that it is sized to fit under the column. The program automatically calculates the stapling area and stapling circumference here. As you said, the column header will not be applied in the project. I just set the height and table value to zero for verification. I had a problem with the size of the column header in the municipality. I entered the header of the 30/60 column as 60/90. But the municipality said the column header dimensions are not appropriate.
Levent Özpak
New Member
If the stapling area and stapling circles are checked in the reports, it will be seen that the size of the column headings does not matter."civilng":h1selo06" said:As you said, the column header will not be applied in the project. I just entered the height and table value as zero for verification. I had a problem with the size of the column header in the municipality. I entered the 30/60 column as 60/90. he said the header sizes are not appropriate.