Punching shear on L-shaped corner column?
Punching shear on L-shaped corner column?
(OP)
Hello, does anyone know of anywhere I can find a good worked-out example of how to checking punching shear on an L-shaped corner column supporting a non-prestressed concrete flat plate?
Thanks.
Thanks.





RE: Punching shear on L-shaped corner column?
RE: Punching shear on L-shaped corner column?
RE: Punching shear on L-shaped corner column?
But more specifically, I was hoping to find a worked-example that shows how to find the shearing stresses caused by unbalanced moments (obviously the direct shearing stresses are simply Vu/bod) on an L-shaped corner column on such an unusual non-square perimeter...like this:
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