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French to English translations [PRO]
Tech/Engineering - Construction / Civil Engineering / bridge design | | French term or phrase: panneau d'about | 'Voilement du panneau d'about'
Abutment panel? |
|   B D FinchKudoZ activityQuestions: 438 (none open) ( 69 closed without grading) Answers: 2428
France
| | Local time: 01:52
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| | end block; end panel | Explanation:
I assume first off here you are talking about prestressed concrete beams, no?
About in this case is said of the ends of the beam, where stresses are concentrated under the anchorage head, requiring lots of special reinforcement.
Which of course means that - if properly designed - there is little risk of buckling. So maybe we have to look further.
Maybe then they are referring to the panel/section of beam (panel/section length undefined) beyond the about section.
Or if a steel girder, then just "end panel" I presume, since for steel girders about would not have the same "reinforcement/stress" notion, even if stresses there will be different from those more centrally (bearing point inducing different forces in the beam).
You had a question previously about rib reinforcement on panneaux of steel beams, and IIRC "panel" was found to be the right word, so I assume "panel" works here too.
It needn't be the abutment panel. In a multispan bridge you'll have only two abutment panels but twice the number of end panels as there are intermediate piers.
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Note added at 1 hr (2009-11-07 12:38:05 GMT)
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This bridge is a very old example of a pin-connected Pratt through truss, ... which include replacement of one floor beam, END PANEL points reinforced, ...
www.historicbridges.org/newjersey/stanton/index.htm
BRIDGE END PANEL, BR165 ... Concrete Post and Beam Bridge Rail .... BRIDGE 400 - REINFORCED PRESTRESSED SLABS AND BOX BEAMS ...
www.oregon.gov/ODOT/HWY/.../bridge_drawings.shtml
Dowel bar for bridge END PANEL, see dwg. BR165. ...
ftp://ftp.odot.state.or.us/techserv/roadway/web.../bridge/.....
Mr. G.L. Vose, in his admirable work on R.R. Construction, observes very truly that "The braces, at the end of a long span, may be nearer the vertical than those near the centre, as they have more work to do. If the END PANEL be made twice as high as long, and the centre panel square, the intermediates varying as their distance from the end, a good architectural effect is produced."
http://infomotions.com/etexts/gutenberg/dirs/1/4/8/7/14873/1...
The principal diagonals and END PANEL hangers consist of needle-headed or loop ... All floor beams are perpendicular to the bridge centerline with the ...
www.historicbridges.org/newjersey/.../index.htm
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| Selected response from:
xxxBourth
Local time: 01:52
| Grading comment Thanks, sorry for delay in the points.
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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1 hr confidence:   peer agreement (net): +1 end block; end panel
Explanation:
I assume first off here you are talking about prestressed concrete beams, no?
About in this case is said of the ends of the beam, where stresses are concentrated under the anchorage head, requiring lots of special reinforcement.
Which of course means that - if properly designed - there is little risk of buckling. So maybe we have to look further.
Maybe then they are referring to the panel/section of beam (panel/section length undefined) beyond the about section.
Or if a steel girder, then just "end panel" I presume, since for steel girders about would not have the same "reinforcement/stress" notion, even if stresses there will be different from those more centrally (bearing point inducing different forces in the beam).
You had a question previously about rib reinforcement on panneaux of steel beams, and IIRC "panel" was found to be the right word, so I assume "panel" works here too.
It needn't be the abutment panel. In a multispan bridge you'll have only two abutment panels but twice the number of end panels as there are intermediate piers.
--------------------------------------------------
Note added at 1 hr (2009-11-07 12:38:05 GMT)
--------------------------------------------------
This bridge is a very old example of a pin-connected Pratt through truss, ... which include replacement of one floor beam, END PANEL points reinforced, ...
www.historicbridges.org/newjersey/stanton/index.htm
BRIDGE END PANEL, BR165 ... Concrete Post and Beam Bridge Rail .... BRIDGE 400 - REINFORCED PRESTRESSED SLABS AND BOX BEAMS ...
www.oregon.gov/ODOT/HWY/.../bridge_drawings.shtml
Dowel bar for bridge END PANEL, see dwg. BR165. ...
ftp://ftp.odot.state.or.us/techserv/roadway/web.../bridge/.....
Mr. G.L. Vose, in his admirable work on R.R. Construction, observes very truly that "The braces, at the end of a long span, may be nearer the vertical than those near the centre, as they have more work to do. If the END PANEL be made twice as high as long, and the centre panel square, the intermediates varying as their distance from the end, a good architectural effect is produced."
http://infomotions.com/etexts/gutenberg/dirs/1/4/8/7/14873/1...
The principal diagonals and END PANEL hangers consist of needle-headed or loop ... All floor beams are perpendicular to the bridge centerline with the ...
www.historicbridges.org/newjersey/.../index.htm
| xxxBourth
Local time: 01:52
Meets criteria
Specializes in field
Native speaker of:  English
PRO pts in category: 4111
|
| | Grading comment | Thanks, sorry for delay in the points. |
| Notes to answerer
Asker: Thanks for all that "End panel" seems likely. The program is used for the design of steel I-girder or box girder bridges with reinforced concrete decks. No concrete beams.
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| Changes made by editors |
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| Dec 3, 2009 - Changes made by B D Finch: | | Created KOG entry | KudoZ term => KOG term |
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