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\\S201024\g2travej\Trafikplanlægning og skitseprojektering\Andet\WKT\Notater\Kulturbroens landfæster_notat.doc 10/10
Sikkerhed :
Page 1 and 2: SKITSEPROJEKT Marts 2009 KULTURBRO
Page 3 and 4: ORGANISATIONSPLAN Bygherre : Foreni
Page 5 and 6: Fase: Forslag 19. Marts 2007 Forsla
Page 7 and 8: 3 Forslag 3.1 Formål med forslag F
Page 9 and 10: 3.3 Lastkombinationer Fase: Forslag
Page 11 and 12: 3.4 Lastfastsættelse Fase: Forslag
Page 13 and 14: Fase: Forslag 19. Marts 2007 Side:
Page 15 and 16: Vandret masselast Fase: Forslag 19.
Page 17 and 18: 3.7.1 Fast fag 4,48 m Fase: Forslag
Page 19 and 20: 3.7.2 Fast fag 5,0 m Fase: Forslag
Page 21 and 22: 3.7.4 Klapfag 4,98 m Fase: Forslag
Page 23 and 24: Type W pl [mm 3 ] IPE100 39,4*10 3
Page 27 and 28: 3.8.4 Belastninger af broklap ved
Page 29 and 30: Klapfag 4,98m Klapfag 4,98m X-retni
Page 31 and 32: 3.9 Alternativ fastgørelse af stib
Page 35 and 36: 3.9.3 Klapfag 4,50 m Fase: Forslag
Page 41 and 42: Figur 3.13 Skitse af forløb ved ma
Page 43 and 44: TRAFIK & VEJE Postboks 219 Til Kurt
Page 45 and 46: Længde/stigning på Ambulancevej A
Page 47 and 48: Finansiering af anlæg I Toft-Niels
Page 49 and 50: Bemærkninger fra Banedanmark Vedli
Page 51: Oversigtskort - principper for stit
Page 62 and 63: Svigtsandsynligheder, sikkerhedskla
Page 64 and 65: Uddrag af Rambølls notat Fase A3 v
Page 66 and 67: Kollisionssandsynlighed 1,00E+00 1,
Page 68 and 69: • Broens underbygning knuses loka
Page 70 and 71: samt en deformation af overbygninge
Page 72 and 73: System 2, inde på land, udformes s
Page 76: I alt skibe = 3106 heraf lystfartø
Page 79 and 80: Når der drejes til stilling 2, tæ
Page 81 and 82: Med venlig hilsen Morten Larsen, pl
Page 83 and 84: Montage af Kulturbro-Aalborg : Over
Page 85 and 86: Dette foregår på samme måde som
Page 87 and 88: Fremmede ledninger Vi har indhentet
Page 89 and 90: SIGNATURFORKLARING: ADVARSLER: Bem
Page 91 and 92: SIGNATURFORKLARING: ADVARSLER: Bem
Page 93 and 94: 1090 På sydsiden skal entreprenør
Page 95: Jording i forbindelse med eventuel
Page 101 and 102: 3.11.4 Drift og vedligeholdelse 19.
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Myndighedskontakter i øvrigt Der h
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Farvandsvæsenet : ----- Original M
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Toft-Nielsen A/S Att.: Jens Toft-Ni
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Notat Projekt Jernbanebroen over Li
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drager. Den ekstra last fordeles li
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4.2 Komfortundersøgelser for faste
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Desuden skal en del af gitterristen
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På Jernbanebroen er der målt stø
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13-2-2008 MR 86,4 13-2-2008 MR 88,2
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Sammenfatning : Når der ikke komme
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Cc: Niels-Henrik Jensen (NHJ) ; Pla
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M7766 Lih 23.19 - Ab 23.23 M7789 Ab
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Subject: VS: Åbningstider af klap
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Budget pr. 1-3-2009, incl. moms : P
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Længde Dimension stål Vægt pr. l
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Internet: http://www.erasmus.dk E-M
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Erasmus Partnere A/S 2008.11.14 22.
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Erasmus : Detailopbygning af 180 cm
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Project: By: Date: Checked: Descrip
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Project: By: Date: Checked: Analysi
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Project: By: Date: Checked: Reactio
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Project: By: Date: Checked: Reactio
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