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. |
|  NewCalKudoZ activityQuestions: 1355 ( 6 open) ( 33 without valid answers) ( 195 closed without grading) Answers: 1286
New Caledonia
| Local time: 14:30
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| | 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
Local time: 05:30
| Grading comment Merci
4 KudoZ points were awarded for this answer |
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| Discussion entries: 0 |
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Automatic update in 00:
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23 mins confidence:  
4 hrs confidence: 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
Local time: 05:30
Works in field
Native speaker of:  French
PRO pts in category: 1505
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| Changes made by editors |
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| Jun 22, 2008 - Changes made by cenek tomas: | | Level | Non-PRO => PRO |
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