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# Re: Fundamental Period Question ASCE 7-05 12.8.2

• To: seaint(--nospam--at)seaint.org
• Subject: Re: Fundamental Period Question ASCE 7-05 12.8.2
• From: "Will Haynes" <gtg740p(--nospam--at)gmail.com>
• Date: Sat, 29 Mar 2008 21:48:56 -0400

Ta is calculated by 12.8-7, 12.8-8, or 12.8.2.

0.8*Ts is a comparison value in order to apply the SDC determination by the exception of 11.6.

On Sat, Mar 29, 2008 at 9:08 PM, Dennis Wish <dennis.wish(--nospam--at)verizon.net> wrote:

The designer can calculate the approximate period Ta from the formula 12.8-7 which is;

Ta = Ct (hnx)  (EQ 12.8-7)

Or he or she can use an approximate period from section 11.6(1) equal to 0.8(Ts ) where Ts = SD1/SDS.

My question is if you compare both methods to calculate Ta would you use the maximum or minimum results for Ta when calculating the  Seismic Response Coefficient Cs in formula's 12.8-3 and 12.8-4?

Dennis S. Wish, PE

Dennis S. Wish, PE

California Professional Engineer

Structural Engineering Consultant

dennis.wish(--nospam--at)verizon.net

http://structuralist.wordpress.com

http://www.structuralist.net