Translators - Translator Resources
ProZ.com global directory of translation services
 The translation workplace

English: for slip critical

French translation: pour des assemblages anti-glissement







KudoZ
The KudoZ network provides a framework for translators... More



GLOSSARY ENTRY (DERIVED FROM QUESTION BELOW)
English term or phrase: for slip critical
French translation:pour des assemblages anti-glissement
Entered by:NewCal
Options:
- Contribute to this entry

9:19am Jun 22, 2008Login or register (free) for more options.
English to French translations [PRO]
Mechanics / Mech Engineering
English term or phrase: for slip critical
Paint system suitable ///for slip critical /// - slip resistant assemblies

From a list of industrial equipment/works to be controled.

Thanks for your suggestions.
NewCal
New Caledonia
pour des montages anti-glissement
Explanation:
"Le concepteur ou la conceptrice du bâtiment peut spécifier qu’il faut des assemblages boulonnés anti-glissement (slip critical). Cela veut dire que les composants de charpentes boulonnés ne doivent pas glisser entre eux sous l’effet de charges ou d’efforts déterminés."
http://www.csmofmi.qc.ca/IMG/doc/Apprenti_version_finale.doc

"Slip in bolted connections is not a structural concern for the majority of connections in steel building structures. RCSC Specification Commentary Section 4.1 states that “The maximum amount of slip that can occur in a joint is, theoretically, equal to twice the hole clearance. In practical terms, it is observed in laboratory and field experience to be much less; usually, about one-half the hole clearance. Acceptable inaccuracies in the location of holes within a pattern of bolts usually cause one or more bolts to be in bearing in the initial, unloaded condition. Furthermore, even with perfectly positioned holes, the usual method of erection causes the weight of the connected elements to put some of the bolts into direct bearing at the time the member is supported on loose bolts and the lifting crane is unhooked. Additional loading in the same direction would not cause additional joint slip of any significance.”
In some cases, slip resistance is required. The AISC and RCSC Specifications list cases where connections must be designated by the SER as slip-critical: "
http://www.aisc.org/MSCTemplate.cfm?Section=Steel_Interchang...
Selected response from:

FX Fraipont
Belgium
Note from asker to answerer
Merci
4 KudoZ points were awarded for this answer



Summary of answers provided
4 +2pour des montages anti-glissement
FX Fraipont
4ensembles à glissement/coulissement critiquemchd


  

Answers

23 mins   confidence: Answerer confidence 4/5Answerer confidence 4/5
ensembles à glissement/coulissement critique

Explanation:
.

mchd
France
Specializes in field
Native speaker of: Native in FrenchFrench
PRO pts in category: 127
Login to enter a peer comment (or grade)


4 hrs   confidence: Answerer confidence 4/5Answerer confidence 4/5 peer agreement (net): +2
pour des montages anti-glissement

Explanation:
"Le concepteur ou la conceptrice du bâtiment peut spécifier qu’il faut des assemblages boulonnés anti-glissement (slip critical). Cela veut dire que les composants de charpentes boulonnés ne doivent pas glisser entre eux sous l’effet de charges ou d’efforts déterminés."
http://www.csmofmi.qc.ca/IMG/doc/Apprenti_version_finale.doc

"Slip in bolted connections is not a structural concern for the majority of connections in steel building structures. RCSC Specification Commentary Section 4.1 states that “The maximum amount of slip that can occur in a joint is, theoretically, equal to twice the hole clearance. In practical terms, it is observed in laboratory and field experience to be much less; usually, about one-half the hole clearance. Acceptable inaccuracies in the location of holes within a pattern of bolts usually cause one or more bolts to be in bearing in the initial, unloaded condition. Furthermore, even with perfectly positioned holes, the usual method of erection causes the weight of the connected elements to put some of the bolts into direct bearing at the time the member is supported on loose bolts and the lifting crane is unhooked. Additional loading in the same direction would not cause additional joint slip of any significance.”
In some cases, slip resistance is required. The AISC and RCSC Specifications list cases where connections must be designated by the SER as slip-critical: "
http://www.aisc.org/MSCTemplate.cfm?Section=Steel_Interchang...

FX Fraipont
Belgium
Works in field
Native speaker of: Native in FrenchFrench
PRO pts in category: 200
Note from asker to answerer
Merci

Peer comments on this answer (and responses from the answerer)
agree cenek tomas
6 hrs
  -> merci

agree Arnold007
19 hrs
  -> thanks
Login to enter a peer comment (or grade)




Voters for reclassification as PRO / non-PROPRO (3): Stéphanie Soudais, FX Fraipont, cenek tomas


Return to KudoZ list