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20:06 Nov 9, 2014 |
Spanish to English translations [PRO] Tech/Engineering - Construction / Civil Engineering / Eurocode structural calculations | |||||||
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| Selected response from: DLyons Ireland Local time: 18:06 | ||||||
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3 +1 | principal axis of inertia |
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Discussion entries: 13 | |
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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. |
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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. -------------------------------------------------- Note added at 12 mins (2014-11-09 20:19:28 GMT) -------------------------------------------------- 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... -------------------------------------------------- Note added at 13 mins (2014-11-09 20:20:13 GMT) -------------------------------------------------- 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. -------------------------------------------------- Note added at 15 mins (2014-11-09 20:21:56 GMT) -------------------------------------------------- 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:) |
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