SKITSEPROJEKT - LandCAD

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Internet: http://www.erasmus.dk E-Mail : info@erasmus.dk Job Number Job Title Client DL VM LL VL C1.1A 1.0 0.0 0.4 0.0 C1.1B 1.0 0.0 0.0 0.4 C1.2A 1.0 0.0 0.8 0.5 C1.2C 1.0 0.0 0.4 0.6 C2.1A 1.0 0.0 1.0 1.0 C2.1D 1.0 0.0 1.0 1.0 C2.1J 1.0 1.0 1.0 0.0 C2.2A 1.0 0.0 1.0 1.0 C2.2D 1.0 1.0 1.0 1.0 C2.2J 1.0 1.0 1.0 0.0 C2.3A 1.0 0.0 1.0 1.0 C2.3D 1.0 0.0 1.0 1.0 C2.3J 1.0 1.0 1.0 0.0 C2.4 1.0 0.0 1.0 1.0 NED 1.0 0.0 1.0 0.0 NED1 0.0 0.0 1.0 0.0 Calcs by Checked by Date Sheet 5324 Kulturbro-Aalborg - Bilag 1 Jens Toft-Nielsen 43 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 ========================== OUTPUT: LINEAR ANALYSIS ============================ ====================== NODAL POINT DISPLACEMENTS at SLS ======================= Node Lcase X-disp. Y-disp. Z-disp. X-rot. Y-rot. Z-rot. mm mm mm rad. rad. rad. 1 DL 0.00 0.00 0.00 0.0002 0.0000 0.0001 VM 0.00 0.00 0.00 -0.0000 0.0000 0.0000 LL 0.00 0.00 0.00 0.0020 0.0000 0.0003 VL 0.00 0.00 0.00 -0.0000 -0.0000 -0.0000 C1.1A 0.00 0.00 0.00 0.0010 0.0000 0.0002 C1.1B 0.00 0.00 0.00 0.0002 -0.0000 0.0000 C1.2A 0.00 0.00 0.00 0.0018 -0.0000 0.0002 C1.2C 0.00 0.00 0.00 0.0010 -0.0000 0.0001 C2.1A 0.00 0.00 0.00 0.0021 -0.0000 0.0003 C2.1D 0.00 0.00 0.00 0.0021 -0.0000 0.0003 C2.1J 0.00 0.00 0.00 0.0022 0.0000 0.0003 C2.2A 0.00 0.00 0.00 0.0021 -0.0000 0.0003 C2.2D 0.00 0.00 0.00 0.0021 0.0000 0.0003 C2.2J 0.00 0.00 0.00 0.0022 0.0000 0.0003 C2.3A 0.00 0.00 0.00 0.0021 -0.0000 0.0003 C2.3D 0.00 0.00 0.00 0.0021 -0.0000 0.0003 C2.3J 0.00 0.00 0.00 0.0022 0.0000 0.0003 C2.4 0.00 0.00 0.00 0.0021 -0.0000 0.0003 NED 0.00 0.00 0.00 0.0022 0.0000 0.0003 NED1 0.00 0.00 0.00 0.0020 0.0000 0.0003 2 DL -0.00 0.00 0.00 0.0002 -0.0000 -0.0001 VM 0.00 0.00 0.00 -0.0000 -0.0000 -0.0000 LL -0.00 0.00 0.00 0.0020 -0.0000 -0.0005 VL -0.00 0.00 0.00 -0.0000 0.0000 0.0001 C1.1A -0.00 0.00 0.00 0.0010 -0.0000 -0.0003 C1.1B -0.00 0.00 0.00 0.0002 0.0000 -0.0001 C1.2A -0.00 0.00 0.00 0.0018 0.0000 -0.0005 C1.2C -0.00 0.00 0.00 0.0010 0.0000 -0.0003 C2.1A -0.00 0.00 0.00 0.0021 0.0000 -0.0006 C2.1D -0.00 0.00 0.00 0.0021 0.0000 -0.0006 C2.1J 0.00 0.00 0.00 0.0022 -0.0000 -0.0007 C2.2A -0.00 0.00 0.00 0.0021 0.0000 -0.0006 C2.2D -0.00 0.00 0.00 0.0021 -0.0000 -0.0006 C2.2J 0.00 0.00 0.00 0.0022 -0.0000 -0.0007 C2.3A -0.00 0.00 0.00 0.0021 0.0000 -0.0006 C2.3D -0.00 0.00 0.00 0.0021 0.0000 -0.0006 C2.3J 0.00 0.00 0.00 0.0022 -0.0000 -0.0007 C2.4 -0.00 0.00 0.00 0.0021 0.0000 -0.0006 NED -0.00 0.00 0.00 0.0022 -0.0000 -0.0007 NED1 -0.00 0.00 0.00 0.0020 -0.0000 -0.0005 3 DL -0.00 -0.07 0.00 0.0002 -0.0000 -0.0002 VM 0.00 -0.00 0.01 -0.0000 -0.0000 -0.0000 LL -0.00 -0.37 0.00 0.0021 -0.0000 -0.0011 VL -0.01 0.06 -0.00 -0.0000 0.0000 0.0002 C1.1A -0.00 -0.22 0.00 0.0011 -0.0000 -0.0006 C1.1B -0.00 -0.04 -0.00 0.0002 0.0000 -0.0001 C1.2A -0.00 -0.33 -0.00 0.0019 0.0000 -0.0010 C1.2C -0.00 -0.18 -0.00 0.0010 0.0000 -0.0005 C2.1A -0.01 -0.37 -0.00 0.0023 0.0000 -0.0011 C2.1D -0.01 -0.37 -0.00 0.0023 0.0000 -0.0011 C2.1J 0.00 -0.44 0.01 0.0023 -0.0000 -0.0013 C2.2A -0.01 -0.37 -0.00 0.0023 0.0000 -0.0011 C2.2D -0.01 -0.37 0.00 0.0023 -0.0000 -0.0011
Internet: http://www.erasmus.dk E-Mail : info@erasmus.dk Job Number Job Title Client Calcs by Checked by Date Sheet 5324 Kulturbro-Aalborg - Bilag 1 Jens Toft-Nielsen 44 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 C2.2J 0.00 -0.44 0.01 0.0023 -0.0000 -0.0013 C2.3A -0.01 -0.37 -0.00 0.0023 0.0000 -0.0011 C2.3D -0.01 -0.37 -0.00 0.0023 0.0000 -0.0011 C2.3J 0.00 -0.44 0.01 0.0023 -0.0000 -0.0013 C2.4 -0.01 -0.37 -0.00 0.0023 0.0000 -0.0011 NED -0.00 -0.44 0.00 0.0023 -0.0000 -0.0013 NED1 -0.00 -0.37 0.00 0.0021 -0.0000 -0.0011 4 DL 0.00 -0.31 0.00 0.0002 0.0000 -0.0003 VM 0.00 -0.00 0.02 0.0000 -0.0000 -0.0000 LL -0.00 -1.61 0.00 0.0020 0.0000 -0.0016 VL -0.01 0.33 -0.00 -0.0000 -0.0000 0.0004 C1.1A -0.00 -0.96 0.00 0.0010 0.0000 -0.0010 C1.1B -0.00 -0.18 -0.00 0.0002 -0.0000 -0.0002 C1.2A -0.01 -1.44 0.00 0.0018 -0.0000 -0.0014 C1.2C -0.01 -0.76 0.00 0.0010 -0.0000 -0.0007 C2.1A -0.01 -1.60 0.00 0.0022 -0.0000 -0.0015 C2.1D -0.01 -1.60 0.00 0.0022 -0.0000 -0.0015 C2.1J 0.00 -1.92 0.02 0.0022 -0.0000 -0.0019 C2.2A -0.01 -1.60 0.00 0.0022 -0.0000 -0.0015 C2.2D -0.01 -1.60 0.02 0.0022 -0.0000 -0.0015 C2.2J 0.00 -1.92 0.02 0.0022 -0.0000 -0.0019 C2.3A -0.01 -1.60 0.00 0.0022 -0.0000 -0.0015 C2.3D -0.01 -1.60 0.00 0.0022 -0.0000 -0.0015 C2.3J 0.00 -1.92 0.02 0.0022 -0.0000 -0.0019 C2.4 -0.01 -1.60 0.00 0.0022 -0.0000 -0.0015 NED -0.00 -1.92 0.00 0.0022 0.0000 -0.0019 NED1 -0.00 -1.61 0.00 0.0020 0.0000 -0.0016 5 DL 0.00 -0.63 -0.00 0.0002 0.0000 -0.0004 VM 0.00 -0.00 0.03 0.0000 -0.0000 -0.0000 LL -0.00 -3.13 -0.00 0.0019 0.0000 -0.0017 VL -0.01 0.77 0.05 -0.0001 -0.0001 0.0006 C1.1A 0.00 -1.88 -0.00 0.0010 0.0000 -0.0011 C1.1B -0.01 -0.32 0.02 0.0002 -0.0001 -0.0001 C1.2A -0.01 -2.74 0.02 0.0017 -0.0001 -0.0014 C1.2C -0.01 -1.42 0.03 0.0009 -0.0001 -0.0007 C2.1A -0.01 -2.99 0.05 0.0020 -0.0001 -0.0015 C2.1D -0.01 -2.99 0.05 0.0020 -0.0001 -0.0015 C2.1J 0.00 -3.75 0.02 0.0022 0.0000 -0.0021 C2.2A -0.01 -2.99 0.05 0.0020 -0.0001 -0.0015 C2.2D -0.01 -2.99 0.07 0.0020 -0.0001 -0.0015 C2.2J 0.00 -3.75 0.02 0.0022 0.0000 -0.0021 C2.3A -0.01 -2.99 0.05 0.0020 -0.0001 -0.0015 C2.3D -0.01 -2.99 0.05 0.0020 -0.0001 -0.0015 C2.3J 0.00 -3.75 0.02 0.0022 0.0000 -0.0021 C2.4 -0.01 -2.99 0.05 0.0020 -0.0001 -0.0015 NED -0.00 -3.75 -0.00 0.0022 0.0000 -0.0021 NED1 -0.00 -3.13 -0.00 0.0019 0.0000 -0.0017 6 DL 0.00 0.00 0.00 -0.0001 0.0000 0.0001 VM 0.00 0.00 0.00 0.0000 0.0000 -0.0000 LL 0.00 0.00 0.00 -0.0005 0.0000 0.0006 VL 0.00 0.00 0.00 0.0000 -0.0000 -0.0001 C1.1A 0.00 0.00 0.00 -0.0002 0.0000 0.0003 C1.1B 0.00 0.00 0.00 -0.0000 -0.0000 0.0001 C1.2A 0.00 0.00 0.00 -0.0004 -0.0000 0.0005 C1.2C 0.00 0.00 0.00 -0.0002 -0.0000 0.0003 C2.1A 0.00 0.00 0.00 -0.0005 -0.0000 0.0006 C2.1D 0.00 0.00 0.00 -0.0005 -0.0000 0.0006 C2.1J 0.00 0.00 0.00 -0.0005 0.0000 0.0007 C2.2A 0.00 0.00 0.00 -0.0005 -0.0000 0.0006 C2.2D 0.00 0.00 0.00 -0.0005 0.0000 0.0006 C2.2J 0.00 0.00 0.00 -0.0005 0.0000 0.0007 C2.3A 0.00 0.00 0.00 -0.0005 -0.0000 0.0006 C2.3D 0.00 0.00 0.00 -0.0005 -0.0000 0.0006 C2.3J 0.00 0.00 0.00 -0.0005 0.0000 0.0007 C2.4 0.00 0.00 0.00 -0.0005 -0.0000 0.0006 NED 0.00 0.00 0.00 -0.0005 0.0000 0.0007 NED1 0.00 0.00 0.00 -0.0005 0.0000 0.0006 7 DL 0.00 0.00 0.00 -0.0001 -0.0000 -0.0002 VM -0.00 0.00 0.00 0.0000 -0.0000 0.0000 LL 0.00 0.00 0.00 -0.0005 -0.0000 -0.0012 VL -0.01 0.00 0.00 0.0000 0.0000 0.0001 C1.1A 0.00 0.00 0.00 -0.0002 -0.0000 -0.0006 C1.1B -0.00 0.00 0.00 -0.0000 0.0000 -0.0001 C1.2A -0.00 0.00 0.00 -0.0004 0.0000 -0.0010 C1.2C -0.01 0.00 0.00 -0.0002 0.0000 -0.0006 C2.1A -0.01 0.00 0.00 -0.0005 0.0000 -0.0012 C2.1D -0.01 0.00 0.00 -0.0005 0.0000 -0.0012 C2.1J -0.00 0.00 0.00 -0.0005 -0.0000 -0.0013
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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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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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