Did you know you can use the menu: File > Export command
in the List or the Results window to export the following items to a text
file in Comma Separated Values (csv) format? These data can be read by
spreadsheets (such as MS-Excel) and plotted.
The data items that CAEPIPE presently exports are:
- Materials
- Spectrums
- Time functions
- Time history results
A sample time function is charted below.
Question: "When
should Liberal Allowable stresses (in B31.1) be used?"
Reply: Perhaps the term
"liberal allowable" is not the best to describe the allowable.
The allowable stress in B31.1 Eq. 13, i.e., S(A) + f(S(h) - S(L)), can
be used anytime. The only prerequisite is knowing the S(L) stresses, which
will only be the case after the supports are known or implicit. The Eq.
1 allowable stress, S(A), is the allowable stress traditionally used in
the flexibility analysis when no supports other than the equipment anchors
are known. The flexibility analysis is used to determine whether the layout
of piping between the equipment anchors is adequate. The displacements
determined in the flexibility analysis will allow the designer to devise
the pipe weight supports to interfere with the flexibility of the pipe
as little as possible, i.e., the designer will use rigid supports where
the piping does not move much, use variable springs where the piping moves
a small amount (most typically 1/4" to 4"), and use constant
springs where the movement is great (again, typically over 4"). For
lateral loads the same concept as used for the pipe weight supports is
used for the lateral supports, i.e., if lateral displacements are small,
rigid supports may be used, for larger lateral movements, gapped or shock
suppressor supports are used (although shock suppressor supports require
considerable maintenance attention and in the long run are usually not
preferable to gapped supports).
Author: Mr. Ron Haupt, P. E., of Pressure Piping Engineering (www.ppea.net) is a member of several piping code committees (B31, B31.1, B31.3, BPTCS, and others). He consults with us in the capacity of Nuclear QA Manager.
The sign conventions for element forces and moments follow “Strength of Materials” sign conventions (see “Introduction to Mechanics of Solids” by Egor P. Popov or “Strength of Materials” by F. R. Shanley). The forces and moments acting on the element in local coordinates are positive if they are in the positive directions at the “To” node. They are also positive if they are in the negative directions at the “From” node. Otherwise they are negative. An example of an element in tension is shown below:
In the above example, with the element going from left
to right, the force fx at the “To” node is positive in the local
coordinate system, therefore the local axial force is positive. The force
fx at the “From” node is negative in the local coordinate system,
therefore again local axial force is positive.
In the bottom example, with the element going from right to left, the
force fx at the “To” node is positive in the local coordinate
system, therefore the local axial force is positive. The force fx at the
“From” node is negative in the local coordinate system, therefore
again local axial force is positive.
(Also see Element Forces in CAEPIPE)
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