Stapling Calculation in Cork Flooring

L

legasov

New Member
Hello, as far as I have seen from some old topics and engineers, it is said that if beams are used on any floor in cork flooring, "0-thickness column header" should be used in order to verify the punching on the columns. Is this still valid? Is it essential for the calculation that we assign headings to the columns on the floor that is a beam in a mushroom system? Also, in an experiment I made today, when I defined a zero-height column head for a column that exceeds the punching limit on a floor with a beam in the mushroom system, the punching value fell below 1, in this case, don't we define an object that will not be manufactured and cause the punching calculation to be wrong? Thanks..
 
Hi, in version 10, the punching control is done automatically at the ends of columns and curtains that cannot be connected to beams. There is no need to define column headings by entering zero height and table height values. It is not true. If column head and/or table will be used to solve the punching problem, TS500 figure 11.3 and figure 11.4 should be examined for head and table dimensions. Good work
 
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