Cortante de cizalladura / rodadura
English translation: shear strength, rolling shear
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| 22:39 Nov 27, 2013 |
| Spanish to English translations [PRO] Tech/Engineering - Engineering (general) / piso de madera | |||||||
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|  Selected response from: Pamela Faber Benitez Spain Local time: 08:46 | ||||||
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| 4 | shear strength, rolling shear |
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| Findings only. |
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Answers
3 hrs confidence: 
shear strength, rolling shear Explanation: This is how I translate them. They can be found in any wood catalogue in English. |
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Reference comments
1 hr |
| Reference: Findings only. Reference information: recursos/documentos/dbse/se6/250.html - CTE http://www.codigotecnico.org/web/recursos/documentos/dbse/se... › ... › Madera fv,d resistencia de cálculo a cortante de la madera aserrada fv,g,d resistencia de cálculo a cortante de la madera laminada encolada fv,p,d resistencia de cálculo a cortante en el grueso del tablero estructural (véase fv,r,d) fv,r,d resistencia de cálculo a cortante en el plano (a rodadura) del tablero estructural (véase fv,p,d) fv,k resistencia característica a cortante de la madera aserrada fv,g,k resistencia característica a cortante de la madera laminada encolada fv,p,k resistencia característica a cortante en el grueso del tablero estructural (véase fv,r,k) fv,r,k resistencia característica a cortante en el plano (a rodadura) del tablero estructural (véase fv,p,k) fv,0,d *** (= fv,p,d) resistencia característica a cortante en el grueso del tablero. Se denomina, también, resistencia al +++++cortante de cizalladura+++++ fv,90,d (= fv,r,d) resistencia característica a cortante en el plano del tablero. Se denomina, también, resistencia al +++++cortante de rodadura. +++++ http://www.infomadera.net/uploads/articulos/archivo_1690_173... see figure 2 and table 2 where it speaks to type of stress (shear through the thickness, parallel or perpendicular to face grain) (Fv? ) and rolling shear (in the plane of plies) (fr?) http://bau-umwelt.de/download/CY31f308ebX13cdd8d492dXY3494/E... The characteristic rolling shear resistance fR,k may be used for all strength classes at 1.0 N/mm². The shear module that is part of the rolling shear load may be assumed at GR,mean = 0.10 * Gmean. http://www.engr.sjsu.edu/dmerrick/164/WWPA_PUM.pdf See page 5 under mechanical properties "lumber strength properties are assigned to five basic properties .... Fc (c is superscript) > compression parallel to grain Fv (superscript v) > horizontal shear Ft (supercript t) > tension parallel to grain See also pages 12-13 Fm Ft > fiber stress in tension Jorim, I have no idea what it means, but it is may be a starting point. Probably needs an expert to decipher. Sorry, I cannot help more, but I am clueless. HTH! |
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