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Re: Masonry Lap Splices

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I've seen people reduce the lap splice as you mentioned, but I don't
recall specifically seeing this in the ACI 530 code. Is it in there

Also, I think ACI 530 permits bars at lap splices to be separated by up
to 8 inches, so, surprisingly, the bars can actually be in adjacent
cells. I don't have my code at home so I can't quote the section, but I
feel sure it's in there.

Rick Burch
Columbia, SC

Jake Watson wrote:
> Do you need a full lap splice?  You can shorten the required splice by the
> ratio of the actual stress in the steel vs. the maximum allowed stress.  For
> example, if you only have 12ksi in your bar, the required lap length would
> be 1/2 that required at 24ksi.  

> Some other thoughts, it is only a lap splice when the bars are relatively
> close to each other.  The number of 5 bar diameters comes to mind, but you
> should look it up.

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