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RE: Development Length in ASD and USD

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For concrete design, they are the same.  For masonry, the 2002 ACI 530 code gave different formulas, but I believe that the 2005 code uses consistent formulas.

William C. Sherman, PE
(Bill Sherman)
CDM, Denver, CO
Phone: 303-298-1311
Fax: 303-293-8236
email: shermanwc(--nospam--at)


From: Wontae Kim [mailto:Wontae.Kim(--nospam--at)]
Sent: Wednesday, March 08, 2006 8:21 AM
To: seaint(--nospam--at)
Subject: Development Length in ASD and USD

Is the development length in allowable stress design different from that in ultimate strength design?
****Wontae Kim****
Unistress Corp.
Pittsfield, MA 01201
(Tel)  413-629-2031
(Fax) 413-499-0824