eje principal de inercia

English translation: major/minor principal inertia axis [for \"area moment of inertia\" - not to be confused with rotational inertia]

GLOSSARY ENTRY (DERIVED FROM QUESTION BELOW)
Spanish term or phrase:eje principal de inercia
English translation:major/minor principal inertia axis [for \"area moment of inertia\" - not to be confused with rotational inertia]
Entered by: Neil Ashby

20:06 Nov 9, 2014
Spanish to English translations [PRO]
Tech/Engineering - Construction / Civil Engineering / Eurocode structural calculations
Spanish term or phrase: eje principal de inercia
Hi Kudozers,

I'm going a bit crazy over this!
From Spanish Spanish to UK English, please.

Taken from the structural calculations for an aluminium enclosure which use "Eurocode 9: design of aluminium structures" as a guide.

My problem is that "axis of inertia" is incorrect (no?) as the moment of inertia acts about (or is relevant to) an axis - I don't believe there is a such a thing as an "axis of inertia".
Below are a few examples of how the expression is used:

1) Mu,Ed: es el momento flector solicitante de cálculo alrededor del eje principal de inercia 'u' de la sección
bruta.

2) iv: es el radio de giro de la sección bruta respecto al eje principal de inercia 'v'.

3) Vv,Ed: es el esfuerzo cortante solicitante de cálculo en la dirección del eje principal de menor inercia 'v' de la sección bruta.

As an example my understanding of 1) would be: "Mu,Ed: is the design value of the bending moment about the gross cross-section's main axis of inertia 'u'. " >>> BUT "main axis of inertia", like I say it just doesn't make sense. Example 3) "eje principal de menor inercia 'v' " has me even more flummoxed.

My feeling is to just drop "of inertia" because I think that is what is being referred to - "the main axis 'u' (of the gross cross-section)", but this a 200 page document and it occurs 100s of times and I'm not keen on cutting it without checking!

https://law.resource.org/pub/eur/ibr/en.1999.1.1.2007.html
this a link to Eurocode 9 but I'm not sure if it the most recent version.

Any help appreciated.
TIA
Neil Ashby
Spain
Local time: 19:06
principal axis of inertia
Explanation:
My feeling is that this is the principal axis of rotation which has the minimum moment of inertia (smallest eigenvalue of the Inertia Matrix).

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Note added at 2 hrs (2014-11-09 22:51:44 GMT)
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In principle, it's the same in 2D - there's a moment of inertia tensor J [19] http://mathworld.wolfram.com/AreaMomentofInertia.html . We then diagonalize J to get the directions of the shape’s principal axes (same thing as the axes of its best-fit ellipse).

I agree it sounds even odder in 2D, but I don't see what else it can be. For "eje principal de menor inercia 'v' de la sección bruta" I suggest "the minimum inertia principal axis, v, of the gross section" (I'm assuming that v is a 2D vector).

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Note added at 9 hrs (2014-11-10 05:21:51 GMT)
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See P878 et seq of http://books.google.ie/books?id=kNwe9z06ZLkC&pg=PA878 This and Wolfram are much more reliable than Wiki. It uses standard notation which reinforces my feeling that u and v are to be read as vectors rather than scalar values.
Selected response from:

DLyons
Ireland
Local time: 18:06
Grading comment
Thanks for the discussion D.
Liz's sources were also useful in confirming things in my mind.
In the end I've given a slightly longer explanation at the beginning and then used "major principal inertia axis U / minor principal inertia axis V" or "the principal axes of inertia".


3 KudoZ points were awarded for this answer



Summary of answers provided
3 +1principal axis of inertia
DLyons
Summary of reference entries provided
findings
liz askew

Discussion entries: 13





  

Answers


23 mins   confidence: Answerer confidence 3/5Answerer confidence 3/5 peer agreement (net): +1
principal axis of inertia


Explanation:
My feeling is that this is the principal axis of rotation which has the minimum moment of inertia (smallest eigenvalue of the Inertia Matrix).

--------------------------------------------------
Note added at 2 hrs (2014-11-09 22:51:44 GMT)
--------------------------------------------------

In principle, it's the same in 2D - there's a moment of inertia tensor J [19] http://mathworld.wolfram.com/AreaMomentofInertia.html . We then diagonalize J to get the directions of the shape’s principal axes (same thing as the axes of its best-fit ellipse).

I agree it sounds even odder in 2D, but I don't see what else it can be. For "eje principal de menor inercia 'v' de la sección bruta" I suggest "the minimum inertia principal axis, v, of the gross section" (I'm assuming that v is a 2D vector).

--------------------------------------------------
Note added at 9 hrs (2014-11-10 05:21:51 GMT)
--------------------------------------------------

See P878 et seq of http://books.google.ie/books?id=kNwe9z06ZLkC&pg=PA878 This and Wolfram are much more reliable than Wiki. It uses standard notation which reinforces my feeling that u and v are to be read as vectors rather than scalar values.

DLyons
Ireland
Local time: 18:06
Native speaker of: English
PRO pts in category: 83
Grading comment
Thanks for the discussion D.
Liz's sources were also useful in confirming things in my mind.
In the end I've given a slightly longer explanation at the beginning and then used "major principal inertia axis U / minor principal inertia axis V" or "the principal axes of inertia".

Notes to answerer
Asker: You mean for my third example? I agree with that, but the problem is "del eje principal de menor inercia 'v' de la sección bruta." Where do we stick "v" ? ;@) "principal axis of rotation which has the minimum moment of inertia" it's straying quite a long way from the source, which scares me a bit if I'm going to do it a few hundred times!

Asker: "the minimum inertia principal axis, v, of the gross section" I like that.... thanks. Yes I think they are vectors but directly from Eurocode 9: "x - x axis along a member y - y axis of a cross-section z - z axis of a cross-section u - u major principal axis (where this does not coincide with the y-y axis) v - v minor principal axis (where this does not coincide with the z-z axis)" (https://law.resource.org/pub/eur/ibr/en.1999.1.1.2007.html) It's difficult to get clear information, different sources use different terminology, notation, etc...

Asker: Your last ref. has the solution, I think, "the moments of inertias with respect to principal axes are called 'principal moments of inertia' " - this gives them a name without using "axis" :@)


Peer comments on this answer (and responses from the answerer)
agree  Jennifer Levey: Yes, it's the axis around which the interia is acting circumferentially. This certainly fits the second example.
2 hrs
  -> Thanks Robin.
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Reference comments


8 mins
Reference: findings

Reference information:
norma española - Escuela Universitaria de Ingeniería ...
www.op.upm.es/index.php?option=com...

Translate this page
Eurocode 3: Calcul des structures en acier. Partie 1-1: Règles ...... EN 1999 Eurocódigo 9: Proyecto de estructuras de aluminio. 1) Acuerdo entre la ..... eje principal mayor (cuando éste no coincida con el eje y-y);. v-v ..... momento de inerciadel ala comprimida reducida respecto al eje débil de la sección;. Aeff,f área del ala ...

http://fp.optics.arizona.edu/optomech/references/OPTI_222/OP...

Moment of Inertia and Properties of Plane Areas
The Moment of Inertia (I) is a term used to describe the capacity of a cross-section to
resist bending. It is always considered with respect to a reference axis such as X-X or
Y-Y. It is a mathematical property of a section concerned with a surface area and how
that area is distributed about the reference axis (axis of interest). The reference axis is
usually a centroidal axis.
1. Structural Analysis - Moment of Inertia of a section
civilengineer.webinfolist.com/str/mi.htm
o
o
31 Jan 2013 - Moment of Inertia about y-y axis. Moment of Inertia of some standard areas can be found below. 1. Rectangular section;. (a) Ixx = (bd3)/12.


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Note added at 12 mins (2014-11-09 20:19:28 GMT)
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http://www.monografias.com/trabajos35/momentos-inercia/momen...

SELECCIÓN DE LA POSICIÓN DE LOS EJES DE REFERENCIA
Se necesitan tres ejes de referencia para definir el centro de gravedad, pero sólo se necesita un eje para definir el momento de inercia. Aunque cualquier eje puede ser de referencia, es deseable seleccionar los ejes de rotación del objeto como referencia. Si el objeto está montado sobre soportes, el eje está definido por la línea central de los soportes. Si el objeto vuela en el espacio, entonces ***este eje es un "eje principal"*** (ejes que pasan por el Cg y están orientado de forma que el producto de inercia alrededor de ese eje es cero). Si el eje de referencia se va a utilizar para calcular el momento de inercia de la forma compleja, se debe elegir un eje de simetría para simplificar el cálculo. Este eje puede ser trasladado, más tarde, a otro eje si se desea, utilizando las reglas descritas en el apartado


Leer más: http://www.monografias.com/trabajos35/momentos-inercia/momen...

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Note added at 13 mins (2014-11-09 20:20:13 GMT)
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Lecture 34: Principal Axes of Inertia
www.physics.arizona.edu/~varnes/Teaching/321Fall2004/.../Le...
Lecture 34: Principal Axes of Inertia. • We've spent the last few lectures deriving the general expressions for L and T rot in terms of the inertia tensor.

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Note added at 15 mins (2014-11-09 20:21:56 GMT)
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HW 9
www.physics.uci.edu/~tanedo/files/teaching/P3318S13/HW9_sol...
H&F 8.3 For the physical tensor, just find the principal moments, not the axes. 6. ..... ***the principal axes and which ones have the least moment of inertia*** and the ..

I think you may be right about the Spanish wording not being clear, but you will need to clarify in the translation what the exact meaning is:)

liz askew
United Kingdom
Native speaker of: Native in EnglishEnglish
PRO pts in category: 376
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