What are your site parameters dictating? have you calc'd SS, S1, Sds, Sd1? Occupancy?
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David Topete, SE
On Fri, Feb 20, 2009 at 4:08 PM, Doug Mayer <doug.mayer@taylorteter.com> wrote:
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
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David Topete, SE