Dave Gaines, P.E.
Structural Project Engineer
HDR ONE COMPANY | Many Solutions
T: 626.584.4960
F: 626.584.1750
email: david.gaines@hdrinc.com
From: Conrad Harrison [mailto:sch.tectonic@bigpond.com]
Sent: Thursday, December 04, 2008 6:43 PM
To: seaint@seaint.org
Subject: RE: Cost Effective Mechanical Lap Splice?
Bill,
Concrete is not my thing. But curious, why or how does increasing the compressive strength of concrete increase the strength of bond between steel and concrete? Assuming that is what lap length is about.
Regards
B.Tech (mfg & mech), MIIE, gradTIEAust
mailto:sch.tectonic@bigpond.com
From: Bill Allen [mailto:t.w.allen@cox.net]
Sent: Friday, 5 December 2008 12:54
To: seaint@seaint.org
Subject: RE: Cost Effective Mechanical Lap Splice?
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.
TIA,
T. William (Bill) Allen, S.E.
Consulting Structural Engineers
V (949) 248-8588 •