Beamless floor system

[Mesut Turan]

Good day hello; I am using ideCAD 10.5 program. I have two questions. Beam must be rotated in the outer contours of the slab since it receives directional bending and the punching circumference is very small. What I want to ask exactly: When I model the elevator and stairwells and the floor perimeter with beams and model with idecad in our un-beamed floor, does it not verify the punching in the columns in the middle parts? 2- Does the program make the punching calculation on the basis of tension? For example, csi safe program does it like this: max design shear stress / conc. With shear stress capacity, the section finds a stapling ratio based on stress. How is the punching design basis of ideCAD program done? thanks. Best regards.

 

[Mirza]

For punching verification, you must create a column table (if you find the floor thickness sufficient, you can enter the table height as zero). Applied method: It is the method described in ts500. Vpd is calculated and compared to capacity Vpr. In the new version, I did not test whether stapling verification is performed without creating a column header. I can check on monday or you can check if you are available. You can check the stapling results and method from the tiling reports. Good work, best regards... Sent from my SM-N920C using Tapatalk