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RE: Elevated Water Tank Evaluation

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Eric,

Use AWWA D100 ( American Water Works Association) http://www.awwa.org
Also a good reference is Steel Plate Engineering Data by Steel Plate
Fabricators http://www.spfa.org


AWWA D100 has wind loading criteria.  Some engineers prefer ASCE 7 for
detailed wind analysis on new designs.  I expect that ASCE 7 will be a
problem for an old tank.


Ron Hill
HILL Consulting Engineering
Birmingham, Alabama  USA
Email: ronhill(--nospam--at)mindspring.com

-----Original Message-----
From: T. Eric Gillham PE [mailto:gk2(--nospam--at)kuentos.guam.net]
Sent: Sunday, May 23, 1999 5:55 PM
To: seaoc list
Subject: Elevated Water Tank Evaluation


Our firm is being asked to evaluate an existing elevated water tank for
corrosion and structural adequacy.

I know there have been some threads on tank design, but it seems most are
related to fuel tanks.

Anyone know what national standards are used for the design/evaluation of
elevated water tanks?  Design considerations include typhoon (hurricane)
wind loading as well as seismic.

Any help would be much appreciated.


T. Eric Gillham PE
GK2 Inc.
PO Box 3207  Agana, Guam  96932
Email - gk2(--nospam--at)kuentos.guam.net
Ph:  (671) 477-9224
Fax: (671) 477-3456