yunussacikk
New Member
hello, when we do not define the column header, is the punching verification done on the beamless plates?
"yunussacikk":3qt401al" said:hello, is the stapling verification performed on beamless plates even when we do not define a column head.
Hello, If the structure is not mixed (floors only consist of slabs and columns), you do not need to define the column header for punching verification. The program makes stapling controls automatically. If the structure is mixed, if there is a beam-flooring system in some areas of the floor, you must define the column header for the columns that will be punched and enter the header thickness as zero. You can see the punching verifications in the Reinforced Concrete/Punch dialog."MaFiAMaX":3qt401al" said:No, it is not done. You need to define the column header and enter its thickness as zero.