SKITSEPROJEKT - LandCAD

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Project: By: Date: Checked: Reactions - kN, kN m 9.050 Shear - kN Moment - kN m Rotation - radians 0.000000 Deflection - mm 0.000000 Date: -0.000000 -9.050000 Page: 0.000000 0.000000 0.001619 -2.070463 WinBeam 3.30 - Registered to Lasse B Joergensen
Project: By: Date: Checked: Analysis Data: Beam Length = 2.312 m Number of Nodes = 201 Number of Elements = 200 Number of Degrees of Freedom = 402 Reactions: Equilibrium: X Vert Rot m kN kN m 0-3.163e-007 -9.050 Force Reaction Diff Vert 0-3.163e-007-3.163e-007 kN Rot 9.050 -9.050 0.000 kN m Min & Max values: Min Shear = -4.47e-007 kN at 1.520 m Max Shear = 0 kN at 2.245 m Min Moment = -9.050 kN m at 2.066 m Max Moment = 2.934e-008 kN m at 2.066 m Min Rotation = 0 radians at 0 m Max Rotation = 0.001619 radians at 2.066 m Min Deflection = -2.070 mm at 2.312 m Max Deflection = 0 mm at 0 m Reaktionerne er ikke afhængige af, om der benyttes afstandsrør til fastgørelse mod Jernbanebroen eller ej. Det forudsættes, at afstandsrørene er i kontakt med bolten, f.eks. med indvendigt gevind. Date: Page: WinBeam 3.30 - Registered to Lasse B Joergensen
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SKITSEPROJEKT Marts 2009 KULTURBRO
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ORGANISATIONSPLAN Bygherre : Foreni
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Fase: Forslag 19. Marts 2007 Forsla
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3 Forslag 3.1 Formål med forslag F
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3.3 Lastkombinationer Fase: Forslag
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3.4 Lastfastsættelse Fase: Forslag
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Fase: Forslag 19. Marts 2007 Side:
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Vandret masselast Fase: Forslag 19.
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3.7.1 Fast fag 4,48 m Fase: Forslag
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3.7.2 Fast fag 5,0 m Fase: Forslag
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3.7.4 Klapfag 4,98 m Fase: Forslag
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Type W pl [mm 3 ] IPE100 39,4*10 3
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3.8.4 Belastninger af broklap ved
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Klapfag 4,98m Klapfag 4,98m X-retni
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3.9 Alternativ fastgørelse af stib
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3.9.3 Klapfag 4,50 m Fase: Forslag
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Figur 3.13 Skitse af forløb ved ma
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TRAFIK & VEJE Postboks 219 Til Kurt
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Længde/stigning på Ambulancevej A
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Finansiering af anlæg I Toft-Niels
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Bemærkninger fra Banedanmark Vedli
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Oversigtskort - principper for stit
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Sikkerhed :
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Svigtsandsynligheder, sikkerhedskla
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Uddrag af Rambølls notat Fase A3 v
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Kollisionssandsynlighed 1,00E+00 1,
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• Broens underbygning knuses loka
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samt en deformation af overbygninge
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System 2, inde på land, udformes s
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I alt skibe = 3106 heraf lystfartø
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Når der drejes til stilling 2, tæ
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Med venlig hilsen Morten Larsen, pl
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Montage af Kulturbro-Aalborg : Over
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Dette foregår på samme måde som
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Fremmede ledninger Vi har indhentet
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SIGNATURFORKLARING: ADVARSLER: Bem
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SIGNATURFORKLARING: ADVARSLER: Bem
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1090 På sydsiden skal entreprenør
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Jording i forbindelse med eventuel
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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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Page 411 and 412: Internet: http://www.erasmus.dk E-M
Page 433 and 434: Erasmus Partnere A/S 2008.11.14 22.
Page 439 and 440: Erasmus : Detailopbygning af 180 cm
Page 443 and 444: Project: By: Date: Checked: Descrip
Page 445 and 446: Project: By: Date: Checked: Analysi
Page 447 and 448: Project: By: Date: Checked: Reactio
Page 459 and 460: Project: By: Date: Checked: Reactio
Page 461: Project: By: Date: Checked: Descrip
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SKITSEPROJEKT - LandCAD

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