From: Roger Turk <73527.1356(--nospam--at)compuserve.com>
Date: Tue, 23 May 2000 10:41:30 -0400
UBC requires that masonry use 1/2 stresses where special inspection is not
provided. ACI 530 has no provision for using other than the specified
stresses regardless of whether or not inspection (special or otherwise) is
A. Roger Turk, P.E.(Structural)
Harold Sprague wrote:
Could you explain "ACI 530 has no provision for "Special Inspection"?