SKITSEPROJEKT - LandCAD

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Internet: http://www.erasmus.dk E-Mail : info@erasmus.dk Job Number Job Title Client NED 1.0 0.0 1.0 0.0 0.0 0.0 NED1 0.0 0.0 1.0 0.0 0.0 0.0 ÅBNING 1.0 0.0 0.0 0.0 0.0 0.0 ÅBN1 0.0 0.0 1.0 0.0 1.5 0.0 ÅBN2 0.0 0.0 1.0 0.0 0.0 1.5 ÅBN3 0.0 0.0 1.0 1.5 0.0 0.0 Calcs by Checked by Date Sheet 5324 Kulturbro-Aalborg - Bilag 1 Jens Toft-Nielsen 147 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 Comb. Load factor for each load case: Serviceability Limit State DL VM LL VL VL1 VL2 C1.1A 1.0 0.0 0.4 0.0 0.0 0.0 C1.1B 1.0 0.0 0.0 0.4 0.0 0.0 C1.2A 1.0 0.0 0.8 0.5 0.0 0.0 C1.2C 1.0 0.0 0.4 0.6 0.0 0.0 C2.1A 1.0 0.0 1.0 1.0 0.0 0.0 C2.1D 1.0 0.0 1.0 1.0 0.0 0.0 C2.1J 1.0 1.0 1.0 0.0 0.0 0.0 C2.2A 1.0 0.0 1.0 1.0 0.0 0.0 C2.2D 1.0 1.0 1.0 1.0 0.0 0.0 C2.2J 1.0 1.0 1.0 0.0 0.0 0.0 C2.3A 1.0 0.0 1.0 1.0 0.0 0.0 C2.3D 1.0 0.0 1.0 1.0 0.0 0.0 C2.3J 1.0 1.0 1.0 0.0 0.0 0.0 C2.4 1.0 0.0 1.0 1.0 0.0 0.0 NED 1.0 0.0 1.0 0.0 0.0 0.0 NED1 0.0 0.0 1.0 0.0 0.0 0.0 ÅBNING 1.0 0.0 0.0 0.0 0.0 0.0 ÅBN1 0.0 0.0 1.0 0.0 1.0 0.0 ÅBN2 0.0 0.0 1.0 0.0 0.0 1.0 ÅBN3 0.0 0.0 1.0 1.0 0.0 0.0 ========================== 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 0.0001 0.0000 VM 0.00 0.00 0.00 0.0000 0.0000 0.0000 LL 0.00 0.00 0.00 0.0017 0.0010 0.0002 VL 0.00 0.00 0.00 0.0004 0.0007 0.0002 VL1 0.00 0.00 0.00 0.0005 0.0003 0.0001 VL2 0.00 0.00 0.00 -0.0005 -0.0003 -0.0001 C1.1A 0.00 0.00 0.00 0.0008 0.0005 0.0001 C1.1B 0.00 0.00 0.00 0.0003 0.0004 0.0001 C1.2A 0.00 0.00 0.00 0.0017 0.0013 0.0003 C1.2C 0.00 0.00 0.00 0.0011 0.0010 0.0002 C2.1A 0.00 0.00 0.00 0.0022 0.0019 0.0004 C2.1D 0.00 0.00 0.00 0.0022 0.0019 0.0004 C2.1J 0.00 0.00 0.00 0.0019 0.0012 0.0003 C2.2A 0.00 0.00 0.00 0.0022 0.0019 0.0004 C2.2D 0.00 0.00 0.00 0.0022 0.0019 0.0004 C2.2J 0.00 0.00 0.00 0.0019 0.0012 0.0003 C2.3A 0.00 0.00 0.00 0.0022 0.0019 0.0004 C2.3D 0.00 0.00 0.00 0.0022 0.0019 0.0004 C2.3J 0.00 0.00 0.00 0.0019 0.0012 0.0003 C2.4 0.00 0.00 0.00 0.0022 0.0019 0.0004 NED 0.00 0.00 0.00 0.0019 0.0012 0.0003 NED1 0.00 0.00 0.00 0.0017 0.0010 0.0002 ÅBNING 0.00 0.00 0.00 0.0002 0.0001 0.0000 ÅBN1 0.00 0.00 0.00 0.0022 0.0013 0.0003 ÅBN2 0.00 0.00 0.00 0.0011 0.0007 0.0002 ÅBN3 0.00 0.00 0.00 0.0021 0.0017 0.0004 2 DL -0.00 0.00 0.00 0.0002 -0.0002 -0.0001 VM 0.00 0.00 0.00 0.0000 -0.0001 -0.0000 LL 0.01 0.00 0.00 0.0017 -0.0021 -0.0004 VL 0.00 0.00 0.00 0.0004 -0.0014 -0.0004 VL1 0.00 0.00 0.00 0.0005 -0.0006 -0.0001 VL2 -0.00 0.00 0.00 -0.0005 0.0006 0.0001 C1.1A 0.00 0.00 0.00 0.0008 -0.0011 -0.0003 C1.1B -0.00 0.00 0.00 0.0003 -0.0008 -0.0002 C1.2A 0.00 0.00 0.00 0.0017 -0.0026 -0.0006 C1.2C 0.00 0.00 0.00 0.0011 -0.0019 -0.0005 C2.1A 0.01 0.00 0.00 0.0022 -0.0037 -0.0009 C2.1D 0.01 0.00 0.00 0.0022 -0.0037 -0.0009 C2.1J 0.01 0.00 0.00 0.0019 -0.0024 -0.0005 C2.2A 0.01 0.00 0.00 0.0022 -0.0037 -0.0009
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 148 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 C2.2D 0.01 0.00 0.00 0.0022 -0.0038 -0.0009 C2.2J 0.01 0.00 0.00 0.0019 -0.0024 -0.0005 C2.3A 0.01 0.00 0.00 0.0022 -0.0037 -0.0009 C2.3D 0.01 0.00 0.00 0.0022 -0.0037 -0.0009 C2.3J 0.01 0.00 0.00 0.0019 -0.0024 -0.0005 C2.4 0.01 0.00 0.00 0.0022 -0.0037 -0.0009 NED 0.00 0.00 0.00 0.0019 -0.0023 -0.0005 NED1 0.01 0.00 0.00 0.0017 -0.0021 -0.0004 ÅBNING -0.00 0.00 0.00 0.0002 -0.0002 -0.0001 ÅBN1 0.01 0.00 0.00 0.0022 -0.0026 -0.0006 ÅBN2 0.00 0.00 0.00 0.0011 -0.0015 -0.0003 ÅBN3 0.01 0.00 0.00 0.0021 -0.0035 -0.0008 3 DL -0.00 -0.06 0.17 0.0002 -0.0004 -0.0001 VM 0.00 -0.01 0.05 0.0000 -0.0001 -0.0000 LL 0.01 -0.33 1.50 0.0019 -0.0036 -0.0008 VL 0.00 -0.26 1.05 0.0003 -0.0025 -0.0006 VL1 0.00 -0.09 0.41 0.0006 -0.0010 -0.0002 VL2 -0.00 0.09 -0.41 -0.0006 0.0010 0.0002 C1.1A 0.00 -0.19 0.77 0.0009 -0.0018 -0.0005 C1.1B -0.00 -0.16 0.59 0.0003 -0.0014 -0.0004 C1.2A 0.01 -0.45 1.89 0.0018 -0.0045 -0.0011 C1.2C 0.00 -0.34 1.40 0.0011 -0.0034 -0.0008 C2.1A 0.01 -0.64 2.71 0.0024 -0.0065 -0.0016 C2.1D 0.01 -0.64 2.71 0.0024 -0.0065 -0.0016 C2.1J 0.01 -0.39 1.72 0.0021 -0.0041 -0.0010 C2.2A 0.01 -0.64 2.71 0.0024 -0.0065 -0.0016 C2.2D 0.01 -0.65 2.76 0.0024 -0.0066 -0.0016 C2.2J 0.01 -0.39 1.72 0.0021 -0.0041 -0.0010 C2.3A 0.01 -0.64 2.71 0.0024 -0.0065 -0.0016 C2.3D 0.01 -0.64 2.71 0.0024 -0.0065 -0.0016 C2.3J 0.01 -0.39 1.72 0.0021 -0.0041 -0.0010 C2.4 0.01 -0.64 2.71 0.0024 -0.0065 -0.0016 NED 0.01 -0.38 1.67 0.0021 -0.0040 -0.0009 NED1 0.01 -0.33 1.50 0.0019 -0.0036 -0.0008 ÅBNING -0.00 -0.06 0.17 0.0002 -0.0004 -0.0001 ÅBN1 0.01 -0.42 1.90 0.0025 -0.0045 -0.0010 ÅBN2 0.01 -0.24 1.09 0.0013 -0.0026 -0.0006 ÅBN3 0.01 -0.59 2.54 0.0022 -0.0061 -0.0014 4 DL -0.00 -0.15 0.45 0.0002 -0.0005 -0.0002 VM 0.00 -0.03 0.13 0.0000 -0.0001 -0.0000 LL 0.01 -0.89 3.94 0.0027 -0.0045 -0.0010 VL 0.00 -0.71 2.84 0.0010 -0.0033 -0.0008 VL1 0.00 -0.24 1.07 0.0008 -0.0012 -0.0003 VL2 -0.00 0.24 -1.07 -0.0008 0.0012 0.0003 C1.1A 0.00 -0.51 2.03 0.0013 -0.0023 -0.0006 C1.1B -0.00 -0.44 1.59 0.0006 -0.0019 -0.0005 C1.2A 0.01 -1.22 5.02 0.0029 -0.0058 -0.0014 C1.2C 0.00 -0.93 3.73 0.0019 -0.0043 -0.0011 C2.1A 0.01 -1.75 7.23 0.0039 -0.0084 -0.0021 C2.1D 0.01 -1.75 7.23 0.0039 -0.0084 -0.0021 C2.1J 0.01 -1.06 4.52 0.0029 -0.0052 -0.0013 C2.2A 0.01 -1.75 7.23 0.0039 -0.0084 -0.0021 C2.2D 0.01 -1.78 7.36 0.0039 -0.0085 -0.0021 C2.2J 0.01 -1.06 4.52 0.0029 -0.0052 -0.0013 C2.3A 0.01 -1.75 7.23 0.0039 -0.0084 -0.0021 C2.3D 0.01 -1.75 7.23 0.0039 -0.0084 -0.0021 C2.3J 0.01 -1.06 4.52 0.0029 -0.0052 -0.0013 C2.4 0.01 -1.75 7.23 0.0039 -0.0084 -0.0021 NED 0.01 -1.04 4.39 0.0029 -0.0050 -0.0012 NED1 0.01 -0.89 3.94 0.0027 -0.0045 -0.0010 ÅBNING -0.00 -0.15 0.45 0.0002 -0.0005 -0.0002 ÅBN1 0.01 -1.13 5.01 0.0035 -0.0057 -0.0013 ÅBN2 0.01 -0.65 2.87 0.0019 -0.0033 -0.0008 ÅBN3 0.01 -1.60 6.78 0.0037 -0.0078 -0.0019 5 DL -0.00 -0.26 0.78 0.0003 -0.0006 -0.0002 VM 0.00 -0.05 0.21 0.0000 -0.0002 -0.0000 LL 0.01 -1.55 6.77 0.0035 -0.0048 -0.0011 VL 0.00 -1.25 4.95 0.0016 -0.0036 -0.0009 VL1 0.00 -0.42 1.83 0.0010 -0.0013 -0.0003 VL2 -0.00 0.42 -1.83 -0.0010 0.0013 0.0003 C1.1A 0.00 -0.88 3.49 0.0017 -0.0025 -0.0006 C1.1B -0.00 -0.76 2.76 0.0010 -0.0020 -0.0006 C1.2A 0.01 -2.13 8.68 0.0039 -0.0063 -0.0016 C1.2C 0.00 -1.63 6.46 0.0027 -0.0047 -0.0012 C2.1A 0.01 -3.06 12.51 0.0054 -0.0090 -0.0022 C2.1D 0.01 -3.06 12.51 0.0054 -0.0090 -0.0022 C2.1J 0.01 -1.86 7.77 0.0038 -0.0056 -0.0014 C2.2A 0.01 -3.06 12.51 0.0054 -0.0090 -0.0022
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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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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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