Syeda Batool Zehra

I am importing first floor slab from Etabs 9.2 to safe 8.0. the problem i am facing is that safe is showing punching shear ratio values of the shear wall on which the slab is resting. Usually when we design foundation safe take wall reactions as a beam with intermediate points and shows N/C as punching shear ratio. I am unable to understand what is happening when i import a roof slab. the image is attached the different set of values is due to manual meshing on etabs.