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RE: Bar versus wire[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: Bar versus wire
- From: Paul Crocker <paulc(--nospam--at)ckcps.com>
- Date: Wed, 20 Nov 2002 14:00:05 -0800
From: C Chan [mailto:seaint_list(--nospam--at)yahoo.com]
Sent: Wednesday, November 20, 2002 8:32 AM
Subject: RE: Bar versus wire
Is not maintaining bottom cover a problem with wires?
Paul Crocker <paulc(--nospam--at)ckcps.com> wrote:There are different ASTM designations for rebar and for wire. The yield strength varies within the kinds of wire you specify, but fy is generally higher than rebar even when the size is the same.Depending on the layout of the structure, there could also be placing advantages in placing wire sheets versus placing individual bars in each direction.Paul Crocker, PE, SE-----Original Message-----What is the difference between specifying bar versus wire, i.e. a #5 versus D31 wire (same size). If you specify D31 wire, do you get it in a coil, like what they fabricate the bars from?
From: GSKWY(--nospam--at)aol.com [mailto:GSKWY(--nospam--at)aol.com]
Sent: Tuesday, November 19, 2002 11:45 AM
Subject: Bar versus wire
What is the advantage of specifying D31 wire when it is something like a 10 ft length?
I am trying to make sense out of something I am reading ...it pertains to research for bridge design.
Gail S. Kelley
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