Concentrated Load
Concentrated Load
(OP)
Hi all
For IBC 2009 section 1607.4 states that the concentrated load can be distributed over an area of 6 1/4 SF. Is this the max area allowed? What about for one way slab, does it follow the 6 1/4 SF rule as well? Also would the thickness of concrete have any affect on the affected area?
Thanks in advance
eng741
For IBC 2009 section 1607.4 states that the concentrated load can be distributed over an area of 6 1/4 SF. Is this the max area allowed? What about for one way slab, does it follow the 6 1/4 SF rule as well? Also would the thickness of concrete have any affect on the affected area?
Thanks in advance
eng741





RE: Concentrated Load
RE: Concentrated Load
By chance would anyone be able to lead me in the right direction for a general rule of point distribution for a one way slab, any code book with section number would be greatly appreciated.
Thanks in advance
eng741
RE: Concentrated Load
RE: Concentrated Load
I'm new to this and I can't find the right references
eng741