SKITSEPROJEKT - LandCAD

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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 2 Jens Toft-Nielsen 10 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 NED1 19.61 23.40 0.35 0.00 0.00 0.00 ÅBNING 3.15 3.15 0.01 0.00 0.00 0.00 9 C1.1A 10.99 12.51 -0.15 0.00 0.00 0.00 C1.1B 5.11 3.15 -0.03 0.00 0.00 0.00 C1.2A 21.29 21.87 -0.31 0.00 0.00 0.00 C1.2C 13.94 12.51 -0.18 0.00 0.00 0.00 C2.1A 27.67 26.55 -0.41 0.00 0.00 0.00 C2.1D 27.67 26.55 -0.41 0.00 0.00 0.00 C2.2A 27.67 26.55 -0.41 0.00 0.00 0.00 C2.3A 27.67 26.55 -0.41 0.00 0.00 0.00 C2.3D 27.67 26.55 -0.41 0.00 0.00 0.00 C2.4 27.67 26.55 -0.41 0.00 0.00 0.00 NED 22.76 26.55 -0.35 0.00 0.00 0.00 NED1 19.61 23.40 -0.35 0.00 0.00 0.00 ÅBNING 3.15 3.15 -0.01 0.00 0.00 0.00 3 C1.1A -10.99 0.00 -0.38 0.00 0.00 0.00 C1.1B -1.57 0.00 -0.08 0.00 0.00 0.00 C1.2A -16.86 0.00 -0.68 0.00 0.00 0.00 C1.2C -8.62 0.00 -0.38 0.00 0.00 0.00 C2.1A -18.81 0.00 -0.83 0.00 0.00 0.00 C2.1D -18.81 0.00 -0.83 0.00 0.00 0.00 C2.2A -18.81 0.00 -0.83 0.00 0.00 0.00 C2.3A -18.81 0.00 -0.83 0.00 0.00 0.00 C2.3D -18.81 0.00 -0.83 0.00 0.00 0.00 C2.4 -18.81 0.00 -0.83 0.00 0.00 0.00 NED -22.76 0.00 -0.82 0.00 0.00 0.00 NED1 -19.61 0.00 -0.74 0.00 0.00 0.00 ÅBNING -3.15 0.00 -0.08 0.00 0.00 0.00 10 C1.1A -10.99 0.00 0.38 0.00 0.00 0.00 C1.1B -1.57 0.00 0.08 0.00 0.00 0.00 C1.2A -16.86 0.00 0.68 0.00 0.00 0.00 C1.2C -8.62 0.00 0.38 0.00 0.00 0.00 C2.1A -18.81 0.00 0.83 0.00 0.00 0.00 C2.1D -18.81 0.00 0.83 0.00 0.00 0.00 C2.2A -18.81 0.00 0.83 0.00 0.00 0.00 C2.3A -18.81 0.00 0.83 0.00 0.00 0.00 C2.3D -18.81 0.00 0.83 0.00 0.00 0.00 C2.4 -18.81 0.00 0.83 0.00 0.00 0.00 NED -22.76 0.00 0.82 0.00 0.00 0.00 NED1 -19.61 0.00 0.74 0.00 0.00 0.00 ÅBNING -3.15 0.00 0.08 0.00 0.00 0.00 ============ BEAM ELEMENT END FORCES IN LOCAL ELEMENT AXES at ULS ============== Elem Lcase Axial Y-Shear X-Shear Torsion M-yy M-xx kN kN kN kNm kNm kNm 1- DL -1.27 2.08 -0.00 0.00 0.00 0.00 2 1.27 -2.08 0.00 -0.00 0.00 2.29 LL -7.41 12.17 -0.02 0.01 0.00 0.02 7.41 -12.17 0.02 -0.01 0.01 13.37 VL 2.57 -4.27 -0.02 0.01 0.00 -0.02 -2.57 4.27 0.02 -0.01 0.01 -4.68 C1.1A -8.68 14.25 -0.02 0.01 0.00 0.02 8.68 -14.25 0.02 -0.01 0.02 15.65 C1.1B 1.30 -2.19 -0.02 0.01 0.00 -0.02 -1.30 2.19 0.02 -0.01 0.02 -2.39 C1.2A -6.11 9.98 -0.04 0.01 0.01 -0.00 6.11 -9.98 0.04 -0.01 0.03 10.98 C1.2C -6.11 9.98 -0.04 0.01 0.01 -0.00 6.11 -9.98 0.04 -0.01 0.03 10.98 C2.1A -9.62 15.77 -0.03 0.01 0.01 0.02 9.62 -15.77 0.03 -0.01 0.03 17.33 C2.1D -1.12 1.76 -0.04 0.01 0.01 -0.02 1.12 -1.76 0.04 -0.01 0.03 1.96 C2.2A -9.30 15.25 -0.03 0.01 0.01 0.02 9.30 -15.25 0.03 -0.01 0.03 16.76 C2.3A -6.44 10.55 -0.03 0.01 0.01 0.01 6.44 -10.55 0.03 -0.01 0.02 11.60 C2.3D -1.45 2.33 -0.03 0.01 0.01 -0.01 1.45 -2.33 0.03 -0.01 0.02 2.58 C2.4 -6.08 9.92 -0.04 0.02 0.01 -0.01 6.08 -9.92 0.04 -0.02 0.04 10.91 NED -8.68 14.25 -0.02 0.01 0.00 0.02 8.68 -14.25 0.02 -0.01 0.02 15.65 NED1 -7.41 12.17 -0.02 0.01 0.00 0.02 7.41 -12.17 0.02 -0.01 0.01 13.37 ÅBNING -1.27 2.08 -0.00 0.00 0.00 0.00
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 2 Jens Toft-Nielsen 11 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 1.27 -2.08 0.00 -0.00 0.00 2.29 2- DL 0.00 -3.15 0.08 0.00 -0.10 -3.87 3 0.00 3.15 -0.08 0.00 0.00 0.00 LL 0.00 -19.61 0.74 0.00 -0.92 -24.12 0.00 19.61 -0.74 0.00 0.00 0.00 VL 0.00 3.95 0.01 0.00 -0.02 4.86 0.00 -3.95 -0.01 0.00 0.00 0.00 C1.1A 0.00 -22.76 0.82 0.00 -1.01 -27.99 0.00 22.76 -0.82 0.00 0.00 0.00 C1.1B 0.00 0.80 0.09 0.00 -0.11 0.99 0.00 -0.80 -0.09 0.00 0.00 0.00 C1.2A 0.00 -18.81 0.83 0.00 -1.03 -23.14 0.00 18.81 -0.83 0.00 0.00 0.00 C1.2C 0.00 -18.81 0.83 0.00 -1.03 -23.14 0.00 18.81 -0.83 0.00 0.00 0.00 C2.1A 0.00 -26.67 1.05 0.00 -1.29 -32.80 0.00 26.67 -1.05 0.00 0.00 0.00 C2.1D 0.00 -7.03 0.47 0.00 -0.58 -8.65 0.00 7.03 -0.47 0.00 0.00 0.00 C2.2A 0.00 -25.88 1.03 0.00 -1.27 -31.83 0.00 25.88 -1.03 0.00 0.00 0.00 C2.3A 0.00 -18.42 0.77 0.00 -0.95 -22.66 0.00 18.42 -0.77 0.00 0.00 0.00 C2.3D 0.00 -6.64 0.40 0.00 -0.50 -8.17 0.00 6.64 -0.40 0.00 0.00 0.00 C2.4 0.00 -19.59 0.91 0.00 -1.12 -24.09 0.00 19.59 -0.91 0.00 0.00 0.00 NED 0.00 -22.76 0.82 0.00 -1.01 -27.99 0.00 22.76 -0.82 0.00 0.00 0.00 NED1 0.00 -19.61 0.74 0.00 -0.92 -24.12 0.00 19.61 -0.74 0.00 0.00 0.00 ÅBNING 0.00 -3.15 0.08 0.00 -0.10 -3.87 0.00 3.15 -0.08 0.00 0.00 0.00 8- DL -1.27 2.08 0.00 -0.00 -0.00 0.00 9 1.27 -2.08 -0.00 0.00 -0.00 2.29 LL -7.41 12.17 0.02 -0.01 -0.00 0.02 7.41 -12.17 -0.02 0.01 -0.01 13.37 VL 2.57 -4.27 0.02 -0.01 -0.00 -0.02 -2.57 4.27 -0.02 0.01 -0.01 -4.68 C1.1A -8.68 14.25 0.02 -0.01 -0.00 0.02 8.68 -14.25 -0.02 0.01 -0.02 15.65 C1.1B 1.30 -2.19 0.02 -0.01 -0.00 -0.02 -1.30 2.19 -0.02 0.01 -0.02 -2.39 C1.2A -6.11 9.98 0.04 -0.01 -0.01 -0.00 6.11 -9.98 -0.04 0.01 -0.03 10.98 C1.2C -6.11 9.98 0.04 -0.01 -0.01 -0.00 6.11 -9.98 -0.04 0.01 -0.03 10.98 C2.1A -9.62 15.77 0.03 -0.01 -0.01 0.02 9.62 -15.77 -0.03 0.01 -0.03 17.33 C2.1D -1.12 1.76 0.04 -0.01 -0.01 -0.02 1.12 -1.76 -0.04 0.01 -0.03 1.96 C2.2A -9.30 15.25 0.03 -0.01 -0.01 0.02 9.30 -15.25 -0.03 0.01 -0.03 16.76 C2.3A -6.44 10.55 0.03 -0.01 -0.01 0.01 6.44 -10.55 -0.03 0.01 -0.02 11.60 C2.3D -1.45 2.33 0.03 -0.01 -0.01 -0.01 1.45 -2.33 -0.03 0.01 -0.02 2.58 C2.4 -6.08 9.92 0.04 -0.02 -0.01 -0.01 6.08 -9.92 -0.04 0.02 -0.04 10.91 NED -8.68 14.25 0.02 -0.01 -0.00 0.02 8.68 -14.25 -0.02 0.01 -0.02 15.65 NED1 -7.41 12.17 0.02 -0.01 -0.00 0.02 7.41 -12.17 -0.02 0.01 -0.01 13.37 ÅBNING -1.27 2.08 0.00 -0.00 -0.00 0.00 1.27 -2.08 -0.00 0.00 -0.00 2.29 9- DL 0.00 -3.15 -0.08 0.00 0.10 -3.87 10 0.00 3.15 0.08 0.00 0.00 0.00 LL 0.00 -19.61 -0.74 0.00 0.92 -24.12 0.00 19.61 0.74 0.00 0.00 0.00 VL 0.00 3.95 -0.01 0.00 0.02 4.86 0.00 -3.95 0.01 0.00 0.00 0.00 C1.1A 0.00 -22.76 -0.82 0.00 1.01 -27.99 0.00 22.76 0.82 0.00 0.00 0.00 C1.1B 0.00 0.80 -0.09 0.00 0.11 0.99 0.00 -0.80 0.09 0.00 0.00 0.00 C1.2A 0.00 -18.81 -0.83 0.00 1.03 -23.14 0.00 18.81 0.83 0.00 0.00 0.00 C1.2C 0.00 -18.81 -0.83 0.00 1.03 -23.14
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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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SKITSEPROJEKT - LandCAD

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