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RE: Cost Effective Mechanical Lap Splice?

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If the contractor uses 7,000 psi concrete to get the required lap length short enough, can he go back to 5,000 psi concrete beyond the lap splice?

I can't see any reason why not, but I could be missing something.





T. William (Bill) Allen, S.E.


Consulting Structural Engineers
V (949) 248-8588 F(949) 209-2509