maximum allowable size of cored slab
maximum allowable size of cored slab
(OP)
Does anyone have any rule of thumb on the maximum size can be allowed to core through an existing one way slab for misc piping penetration? 3"? 4"?
Can't find any criteria in ACI, and I assume this is more of an engineering judgement call. I therefore would like to hear what you think.
Thanks.
Can't find any criteria in ACI, and I assume this is more of an engineering judgement call. I therefore would like to hear what you think.
Thanks.





RE: maximum allowable size of cored slab
RE: maximum allowable size of cored slab