SKITSEPROJEKT - LandCAD

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Internet: http://www.erasmus.dk E-Mail : info@erasmus.dk Job Number Job Title Client 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 7 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 C1.1A 0.00 0.00 0.00 0.0022 0.0000 0.0002 C1.1B 0.00 0.00 0.00 0.0004 -0.0000 0.0000 C1.2A 0.00 0.00 0.00 0.0039 -0.0000 0.0003 C1.2C 0.00 0.00 0.00 0.0022 -0.0000 0.0001 C2.1A 0.00 0.00 0.00 0.0047 -0.0000 0.0003 C2.1D 0.00 0.00 0.00 0.0047 -0.0000 0.0003 C2.1J 0.00 0.00 0.00 0.0048 0.0000 0.0004 C2.2A 0.00 0.00 0.00 0.0047 -0.0000 0.0003 C2.2D 0.00 0.00 0.00 0.0047 0.0000 0.0003 C2.2J 0.00 0.00 0.00 0.0048 0.0000 0.0004 C2.3A 0.00 0.00 0.00 0.0047 -0.0000 0.0003 C2.3D 0.00 0.00 0.00 0.0047 -0.0000 0.0003 C2.3J 0.00 0.00 0.00 0.0048 0.0000 0.0004 C2.4 0.00 0.00 0.00 0.0047 -0.0000 0.0003 NED 0.00 0.00 0.00 0.0048 0.0000 0.0004 NED1 0.00 0.00 0.00 0.0043 0.0000 0.0003 2 C1.1A -0.00 0.00 0.00 0.0022 -0.0000 -0.0004 C1.1B -0.00 0.00 0.00 0.0004 0.0000 -0.0001 C1.2A -0.00 0.00 0.00 0.0039 0.0000 -0.0006 C1.2C -0.00 0.00 0.00 0.0022 0.0000 -0.0003 C2.1A -0.01 0.00 0.00 0.0047 0.0000 -0.0006 C2.1D -0.01 0.00 0.00 0.0047 0.0000 -0.0006 C2.1J 0.00 0.00 0.00 0.0048 -0.0000 -0.0007 C2.2A -0.01 0.00 0.00 0.0047 0.0000 -0.0006 C2.2D -0.00 0.00 0.00 0.0047 -0.0000 -0.0006 C2.2J 0.00 0.00 0.00 0.0048 -0.0000 -0.0007 C2.3A -0.01 0.00 0.00 0.0047 0.0000 -0.0006 C2.3D -0.01 0.00 0.00 0.0047 0.0000 -0.0006 C2.3J 0.00 0.00 0.00 0.0048 -0.0000 -0.0007 C2.4 -0.01 0.00 0.00 0.0047 0.0000 -0.0006 NED -0.00 0.00 0.00 0.0048 -0.0000 -0.0007 NED1 -0.00 0.00 0.00 0.0043 -0.0000 -0.0006 3 C1.1A -0.00 -0.24 0.00 0.0024 -0.0000 -0.0007 C1.1B -0.00 -0.05 -0.00 0.0005 0.0000 -0.0001 C1.2A -0.00 -0.37 -0.00 0.0042 0.0000 -0.0011 C1.2C -0.00 -0.20 -0.00 0.0023 0.0000 -0.0006 C2.1A -0.01 -0.42 -0.00 0.0051 0.0000 -0.0012 C2.1D -0.01 -0.42 -0.00 0.0051 0.0000 -0.0012 C2.1J 0.00 -0.48 0.01 0.0052 -0.0000 -0.0014 C2.2A -0.01 -0.42 -0.00 0.0051 0.0000 -0.0012 C2.2D -0.01 -0.42 0.00 0.0051 -0.0000 -0.0012 C2.2J 0.00 -0.48 0.01 0.0052 -0.0000 -0.0014 C2.3A -0.01 -0.42 -0.00 0.0051 0.0000 -0.0012 C2.3D -0.01 -0.42 -0.00 0.0051 0.0000 -0.0012 C2.3J 0.00 -0.48 0.01 0.0052 -0.0000 -0.0014 C2.4 -0.01 -0.42 -0.00 0.0051 0.0000 -0.0012 NED -0.00 -0.48 0.00 0.0052 -0.0000 -0.0014 NED1 -0.00 -0.41 0.00 0.0047 -0.0000 -0.0012 4 C1.1A -0.00 -1.04 -0.00 0.0017 0.0000 -0.0010 C1.1B -0.00 -0.19 -0.00 0.0004 0.0000 -0.0002 C1.2A -0.01 -1.60 -0.00 0.0031 0.0000 -0.0016 C1.2C -0.01 -0.85 -0.00 0.0018 0.0000 -0.0008 C2.1A -0.01 -1.79 -0.01 0.0038 0.0000 -0.0017 C2.1D -0.01 -1.79 -0.01 0.0038 0.0000 -0.0017 C2.1J 0.00 -2.12 0.02 0.0038 -0.0000 -0.0021 C2.2A -0.01 -1.79 -0.01 0.0038 0.0000 -0.0017 C2.2D -0.01 -1.79 0.01 0.0038 -0.0000 -0.0017 C2.2J 0.00 -2.12 0.02 0.0038 -0.0000 -0.0021 C2.3A -0.01 -1.79 -0.01 0.0038 0.0000 -0.0017 C2.3D -0.01 -1.79 -0.01 0.0038 0.0000 -0.0017 C2.3J 0.00 -2.12 0.02 0.0038 -0.0000 -0.0021 C2.4 -0.01 -1.79 -0.01 0.0038 0.0000 -0.0017 NED -0.00 -2.12 -0.00 0.0038 0.0000 -0.0021 NED1 -0.00 -1.80 -0.00 0.0035 0.0000 -0.0018 5 C1.1A -0.00 -2.04 -0.00 0.0010 0.0000 -0.0011 C1.1B -0.01 -0.33 0.01 0.0002 -0.0000 -0.0001 C1.2A -0.01 -3.05 0.01 0.0017 -0.0001 -0.0016
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 8 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 C1.2C -0.01 -1.57 0.01 0.0010 -0.0001 -0.0008 C2.1A -0.01 -3.36 0.02 0.0021 -0.0001 -0.0017 C2.1D -0.01 -3.36 0.02 0.0021 -0.0001 -0.0017 C2.1J 0.00 -4.14 0.01 0.0022 0.0000 -0.0023 C2.2A -0.01 -3.36 0.02 0.0021 -0.0001 -0.0017 C2.2D -0.01 -3.36 0.04 0.0021 -0.0001 -0.0017 C2.2J 0.00 -4.14 0.01 0.0022 0.0000 -0.0023 C2.3A -0.01 -3.36 0.02 0.0021 -0.0001 -0.0017 C2.3D -0.01 -3.36 0.02 0.0021 -0.0001 -0.0017 C2.3J 0.00 -4.14 0.01 0.0022 0.0000 -0.0023 C2.4 -0.01 -3.36 0.02 0.0021 -0.0001 -0.0017 NED -0.00 -4.14 -0.01 0.0022 0.0000 -0.0023 NED1 -0.00 -3.50 -0.01 0.0019 0.0000 -0.0019 6 C1.1A 0.00 0.00 0.00 -0.0017 -0.0000 0.0003 C1.1B 0.00 0.00 0.00 -0.0003 -0.0000 0.0001 C1.2A 0.00 0.00 0.00 -0.0031 -0.0000 0.0004 C1.2C 0.00 0.00 0.00 -0.0017 -0.0000 0.0002 C2.1A 0.00 0.00 0.00 -0.0038 -0.0000 0.0005 C2.1D 0.00 0.00 0.00 -0.0038 -0.0000 0.0005 C2.1J 0.00 0.00 0.00 -0.0038 0.0000 0.0005 C2.2A 0.00 0.00 0.00 -0.0038 -0.0000 0.0005 C2.2D 0.00 0.00 0.00 -0.0038 0.0000 0.0005 C2.2J 0.00 0.00 0.00 -0.0038 0.0000 0.0005 C2.3A 0.00 0.00 0.00 -0.0038 -0.0000 0.0005 C2.3D 0.00 0.00 0.00 -0.0038 -0.0000 0.0005 C2.3J 0.00 0.00 0.00 -0.0038 0.0000 0.0005 C2.4 0.00 0.00 0.00 -0.0038 -0.0000 0.0005 NED 0.00 0.00 0.00 -0.0038 -0.0000 0.0005 NED1 0.00 0.00 0.00 -0.0035 -0.0000 0.0005 7 C1.1A 0.00 0.00 0.00 -0.0017 0.0000 -0.0005 C1.1B -0.00 0.00 0.00 -0.0003 0.0000 -0.0001 C1.2A -0.00 0.00 0.00 -0.0031 0.0000 -0.0008 C1.2C -0.00 0.00 0.00 -0.0017 0.0000 -0.0004 C2.1A -0.01 0.00 0.00 -0.0038 0.0000 -0.0009 C2.1D -0.01 0.00 0.00 -0.0038 0.0000 -0.0009 C2.1J -0.00 0.00 0.00 -0.0038 -0.0000 -0.0011 C2.2A -0.01 0.00 0.00 -0.0038 0.0000 -0.0009 C2.2D -0.01 0.00 0.00 -0.0038 -0.0000 -0.0009 C2.2J -0.00 0.00 0.00 -0.0038 -0.0000 -0.0011 C2.3A -0.01 0.00 0.00 -0.0038 0.0000 -0.0009 C2.3D -0.01 0.00 0.00 -0.0038 0.0000 -0.0009 C2.3J -0.00 0.00 0.00 -0.0038 -0.0000 -0.0011 C2.4 -0.01 0.00 0.00 -0.0038 0.0000 -0.0009 NED 0.00 0.00 0.00 -0.0038 0.0000 -0.0011 NED1 0.00 0.00 0.00 -0.0035 0.0000 -0.0009 8 C1.1A -0.00 -0.35 -0.00 -0.0019 0.0000 -0.0010 C1.1B -0.00 -0.07 -0.00 -0.0004 -0.0000 -0.0002 C1.2A -0.00 -0.55 -0.00 -0.0033 -0.0000 -0.0016 C1.2C -0.01 -0.30 -0.00 -0.0018 -0.0000 -0.0009 C2.1A -0.01 -0.63 -0.00 -0.0041 -0.0000 -0.0018 C2.1D -0.01 -0.63 -0.00 -0.0041 -0.0000 -0.0018 C2.1J -0.00 -0.71 0.01 -0.0041 -0.0000 -0.0021 C2.2A -0.01 -0.63 -0.00 -0.0041 -0.0000 -0.0018 C2.2D -0.01 -0.63 0.01 -0.0041 -0.0000 -0.0018 C2.2J -0.00 -0.71 0.01 -0.0041 -0.0000 -0.0021 C2.3A -0.01 -0.63 -0.00 -0.0041 -0.0000 -0.0018 C2.3D -0.01 -0.63 -0.00 -0.0041 -0.0000 -0.0018 C2.3J -0.00 -0.71 0.01 -0.0041 -0.0000 -0.0021 C2.4 -0.01 -0.63 -0.00 -0.0041 -0.0000 -0.0018 NED -0.00 -0.71 -0.00 -0.0041 0.0000 -0.0021 NED1 -0.00 -0.61 -0.00 -0.0037 0.0000 -0.0018 9 C1.1A -0.00 -1.52 0.00 -0.0011 -0.0000 -0.0015 C1.1B -0.01 -0.28 0.00 -0.0002 -0.0000 -0.0003 C1.2A -0.01 -2.39 0.01 -0.0020 -0.0000 -0.0023 C1.2C -0.01 -1.27 0.01 -0.0011 -0.0000 -0.0012 C2.1A -0.01 -2.72 0.01 -0.0024 -0.0000 -0.0026 C2.1D -0.01 -2.72 0.01 -0.0024 -0.0000 -0.0026 C2.1J -0.00 -3.13 0.02 -0.0023 -0.0000 -0.0031 C2.2A -0.01 -2.72 0.01 -0.0024 -0.0000 -0.0026 C2.2D -0.02 -2.72 0.03 -0.0024 -0.0000 -0.0026 C2.2J -0.00 -3.13 0.02 -0.0023 -0.0000 -0.0031 C2.3A -0.01 -2.72 0.01 -0.0024 -0.0000 -0.0026 C2.3D -0.01 -2.72 0.01 -0.0024 -0.0000 -0.0026 C2.3J -0.00 -3.13 0.02 -0.0023 -0.0000 -0.0031 C2.4 -0.01 -2.72 0.01 -0.0024 -0.0000 -0.0026 NED -0.00 -3.13 0.00 -0.0023 -0.0000 -0.0031 NED1 -0.00 -2.68 0.00 -0.0021 -0.0000 -0.0027 10 C1.1A -0.00 -2.97 0.00 -0.0002 -0.0000 -0.0017
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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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Page 120 and 121: På Jernbanebroen er der målt stø
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Page 126 and 127: Cc: Niels-Henrik Jensen (NHJ) ; Pla
Page 128: M7766 Lih 23.19 - Ab 23.23 M7789 Ab
Page 135 and 136: Subject: VS: Åbningstider af klap
Page 141 and 142: Budget pr. 1-3-2009, incl. moms : P
Page 143 and 144: Længde Dimension stål Vægt pr. l
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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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