I think I found it. Section 12.14.7.1 says 0.20SDS.
Is this correct?
T. William (Bill) Allen, S.E.
Consulting Structural Engineers
V (949) 248-8588 •
-----Original Message-----
From: Bill Allen [mailto:T.W.Allen@cox.net]
Sent: Thursday, February 14, 2008 4:07 PM
To: Seaint
Subject: ASCE 7-05 Equivalent of CBC Section 1633.2.5 ??
I’m trying to tie something very flexible to something very rigid (think patio cover attachment to existing house).
In the past, rightly or wrongly, I used 0.5CaI.
What is the ASCE 7-05 equivalent?
TIA,
T. William (Bill) Allen, S.E.
Consulting Structural Engineers
V (949) 248-8588 •