On Jan 25, 2007, at 2:46 AM, Jose Enrique Montero wrote:
> Any idea how estimate nozzle loads for a fiberglass reinforced plastic
> tank?
Following the methodology of the ASME Code Section X you'd use the same
level of basic shell theory in the remainder of Section X. None of the
codes provide anything much other than general guidelines for
estimating nozzle loads for a given system since every system is
different. FRP components are a lot softer than those of structural
metals so you can't just lift the loading from a comparable metal
system. Statically determinate loading like momentum loads generated at
an elbow won't change, but indeterminate loading like thermal loading
or discontinuity loads will be a lot different. And the stress criteria
are usually based on strain rather than stress. If this were my problem
I'd get hold of a copy of Section X of the ASME Code and base my
approach on that.
Christopher Wright P.E. |"They couldn't hit an elephant at <a href="/group/PipingDesign/post?postID=P7iX2S0v1e_IYc3uC3BoFOYOI_nlevpElaPj4mV2MymaeDgOSfbyp98iEuHazYZnV8jcxegG3__4-A">chrisw@skypoint.com</a> | this distance" (last words of Gen.
.......................................| John Sedgwick, Spotsylvania1864)
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