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sfilamento (dei tiranti)

English translation: Withdrawal (of the tie bars)

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GLOSSARY ENTRY (DERIVED FROM QUESTION BELOW)
Italian term or phrase:sfilamento (dei tiranti)
English translation:Withdrawal (of the tie bars)
Entered by: James (Jim) Davis
Options:
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10:40 Mar 20, 2007
Italian to English translations [PRO]
Tech/Engineering - Construction / Civil Engineering / bitt
Italian term or phrase: sfilamento (dei tiranti)
BITTA TIPO SH30 SPECIALE– TIRO NOMINALE 30 TON

ESTRATTO DALLA RELAZIONE DI CALCOLO
La bitta è realizzata in fusione di ghisa sferoidale a norma EN GJS 400-15 UNI EN 1563 ed. 1998.
I tiranti sono in acciaio a Norma ASTM A193 Gr B7.
...
Si raccomanda di ancorare la bitta in maniera idonea ai carichi applicati, ad un adeguato plinto di fondazione da realizzarsi preferibilmente con cemento armato con resistenza cubica Rbk minimo = 350 daN/cm2, o superiore.
I calcoli tengono conto del rapporto tra i moduli elastici di acciaio e cemento.
I nostri calcoli non comportano né verifiche del plinto né verifiche dello sfilamento dei tiranti dal medesimo. Resta compito del progettista delle opere in c.a. garantire la stabilità del plinto ed un adeguato sistema di ritegno dei tirafondi.
thank you!!
Mara Ballarini
Australia
Local time: 02:01
Withdrawal (of the tie bars)
Explanation:
The tie bars will probably be iron bars which go through the concrete plinth and anchor it into the Ground/sea bed. If they come out, withdraw that is, then the plinth is not anchored well. If you write slipping out the engineer who reads it probably won't even notice.

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Note added at 54 mins (2007-03-20 11:34:44 GMT)
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You're welcome. I'm doing tunnelling stuff, which is pretty similar.
Selected response from:

James (Jim) Davis
Seychelles
Local time: 20:01
Grading comment
Thank you again James!
4 KudoZ points were awarded for this answer

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Summary of answers provided
4Withdrawal (of the tie bars)
James (Jim) Davis


  

Answers


12 mins   confidence: Answerer confidence 4/5Answerer confidence 4/5
Withdrawal (of the tie bars)


Explanation:
The tie bars will probably be iron bars which go through the concrete plinth and anchor it into the Ground/sea bed. If they come out, withdraw that is, then the plinth is not anchored well. If you write slipping out the engineer who reads it probably won't even notice.

--------------------------------------------------
Note added at 54 mins (2007-03-20 11:34:44 GMT)
--------------------------------------------------

You're welcome. I'm doing tunnelling stuff, which is pretty similar.

James (Jim) Davis
Seychelles
Local time: 20:01
Specializes in field
Native speaker of: Native in EnglishEnglish
PRO pts in category: 656
Grading comment
Thank you again James!
Notes to answerer
Asker: great Jim! Thank you!!

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