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RE: Tilt Up Building Seismic force Resisting System

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From what I understand, it would typically be an intermediate precast shear wall (B-9).

 

Doug Mayer, SE

 

From: xmy987(--nospam--at)gmail.com [mailto:xmy987(--nospam--at)gmail.com]
Sent: Friday, February 20, 2009 3:53 PM
To: seaint(--nospam--at)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