>New seismic deisgn documents from about 1997 on have been tending toward
>significant increases in the design inertial load constants for piping
Which documents? Do these requirements apply to the static coefficient
approach or to response spectra analysis?
Christopher Wright P.E. |"They couldn't hit an elephant at chrisw@skypoint.com | this distance" (last words of Gen. ___________________________| John Sedgwick, Spotsylvania 1864)http://www.skypoint.com/~chrisw Received on Sun May 25 21:54:00 2003
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