Mesut Turan
New Member
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.