File:Poutre cisaillement simple efforts tranchant et contrainte alt.svg

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Original file (SVG file, nominally 149 × 99 pixels, file size: 17 KB)

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Description
English: Case of simple shear, shear force T and uniform shear stress τxy: :
Français : Cas du cisaillement simple, effort tranchant T et cission uniformément répartie τxy : :
Date (UTC)
Source This file was derived from: Poutre cisaillement simple efforts tranchant et contrainte.svg
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This is a retouched picture, which means that it has been digitally altered from its original version. Modifications: the top picture is removed; the bottom picture shows the deformation; the names are changed. The original can be viewed here: Poutre cisaillement simple efforts tranchant et contrainte.svg. Modifications made by Cdang.

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I, the copyright holder of this work, hereby publish it under the following licenses:
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GNU head Permission is granted to copy, distribute and/or modify this document under the terms of the GNU Free Documentation License, Version 1.2 or any later version published by the Free Software Foundation; with no Invariant Sections, no Front-Cover Texts, and no Back-Cover Texts. A copy of the license is included in the section entitled GNU Free Documentation License.
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Original upload log

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This image is a derivative work of the following images:

  • File:Poutre_cisaillement_simple_efforts_tranchant_et_contrainte.svg licensed with Cc-by-sa-3.0,2.5,2.0,1.0, GFDL
    • 2008-09-05T11:43:53Z Cdang 149x199 (22193 Bytes) inversion of the indices x and y : τxy -> τyx
    • 2008-09-05T09:37:23Z Cdang 149x199 (22193 Bytes) {{Information |Description={{en|1=Case of simple shear, shear force T and uniform shear stress τ''xy'': :\tau_{xy} = \mathrm{\frac{T}{S}}}} {{fr|1=Cas du cisaillement simple, effort tranchant T et cission uniformé

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Date/TimeThumbnailDimensionsUserComment
current16:41, 15 February 2012Thumbnail for version as of 16:41, 15 February 2012149 × 99 (17 KB)Cdang (talk | contribs)== {{int:filedesc}} == {{Information |Description={{en|1=Case of simple shear, shear force T and uniform shear stress τ<sub>''xy''</sub>: :<math>tau_{xy} = mathrm{frac{T}{S}}</math>}} {{fr|1=Cas du cisaillement simple, effort tranchant T et cission unifo

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