Punching shear
Punching shear
(OP)
if i have free end cantilever in slab how much length (limit) i will consider in punching area?
i mean limit is d/2 but may be the whole cantilever side will not punch,but what is the limit?
i mean limit is d/2 but may be the whole cantilever side will not punch,but what is the limit?






RE: Punching shear
Punching shear checks only happen at columns (and point loads from above).
RE: Punching shear
RE: Punching shear
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Punching shear
According to which code it is 4 to 5d KootK ?
RE: Punching shear
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Punching shear
1 as 4 sided
2 as 3 sided and extending to the ends of the cantilever.
Use the smallest perimeter, or in ACI methodology the one that gives the smaller shear capacity.
RE: Punching shear
RE: Punching shear