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Re[2]: FW: seismic loads on post tensioned conc parking stru

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Really.......without architects, structural engineers would be scratching around
for clients  - don't bite the hand that feeds - also an antagonistic
relationship between architects and engineers of any kind serves no purpose but
to further separate the professions which should compliment rather than strive
against eachother.

J. Baltar, PE, RA

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Subject:    Re: FW: seismic loads on post tensioned conc parking structu
Author: <seaint(--nospam--at) >
Date:       7/30/98 2:14 AM

Yes, but "A rose by any other name would smell as sweet". So what if Ross is a
licensed architect and not an engineer, the guy is still "The Bomb" when it
comes to the structural engineering of post tensioned concrete parking
structures. Don't get so hung-up on titles.

Greg Riley, PE