From what I understand, it would typically be an intermediate precast shear wall (B-9).
Doug Mayer, SE
From: xmy987@gmail.com [mailto:xmy987@gmail.com]
Sent: Friday, February 20, 2009 3:53 PM
To: seaint@seaint.org
Subject: Tilt Up Building Seismic force Resisting System
Does someone know which item from ASCE7-05 Table 12.2-1 would apply to a concrete tilt up building?
Thanks
Bill