Punching Shear/Polar Moment of Inertia
Punching Shear/Polar Moment of Inertia
(OP)
Anybody know of a reference for calculating polar moment of inertia of a slab around a column with openings in the slab? Also, similar question for columns that are hexagonal, thus a hexagonal critical perimeter. I have quick and dirty methods, but this requires something more precise.






RE: Punching Shear/Polar Moment of Inertia
RE: Punching Shear/Polar Moment of Inertia
RE: Punching Shear/Polar Moment of Inertia