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Re: Tilt Up Building Seismic force Resisting System

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It may be a special concrete shear wall...

What are your site parameters dictating?  have you calc'd SS, S1, Sds, Sd1?  Occupancy?

On Fri, Feb 20, 2009 at 4:08 PM, Doug Mayer <doug.mayer(--nospam--at)taylorteter.com> wrote:

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

 

 




--
David Topete, SE