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 102 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 -6.30 3.58 -1.77 0.00 -0.16 -2.92 C2.3A 4.66 0.00 0.00 0.00 -2.06 -1.20 -4.66 2.75 -1.77 0.00 -0.16 -2.24 C2.3D 2.40 0.00 0.00 0.00 -4.12 -0.60 -2.40 1.38 -3.55 0.00 -0.31 -1.12 C2.4 5.55 0.00 0.00 0.00 -5.36 -1.30 -5.55 3.03 -4.61 0.00 -0.41 -2.48 NED 5.10 0.00 0.00 0.00 0.00 -1.18 -5.10 2.75 0.00 0.00 -0.00 -2.26 NED1 4.51 0.00 0.00 0.00 0.00 -1.20 -4.51 2.75 0.00 0.00 -0.00 -2.23 ÅBNING 0.59 0.00 0.00 0.00 0.00 0.02 -0.59 0.00 0.00 0.00 -0.00 -0.02 2- DL -0.05 0.00 0.00 0.00 -0.00 0.01 12 0.05 -0.00 -0.00 -0.00 -0.00 0.01 LL -0.37 0.01 0.00 0.01 -0.00 0.02 0.37 -0.01 -0.00 -0.01 -0.00 0.05 VL 0.32 0.00 -0.01 -0.01 0.03 -0.00 -0.32 -0.00 0.01 0.01 0.04 0.00 C1.1A -0.42 0.02 0.00 0.01 -0.00 0.03 0.42 -0.02 -0.00 -0.01 -0.00 0.06 C1.1B 0.27 0.00 -0.01 -0.00 0.03 0.01 -0.27 -0.00 0.01 0.00 0.04 0.02 C1.2A -0.10 0.02 -0.01 0.00 0.03 0.03 0.10 -0.02 0.01 -0.00 0.04 0.06 C1.2C -0.10 0.02 -0.01 0.00 0.03 0.03 0.10 -0.02 0.01 -0.00 0.04 0.06 C2.1A -0.37 0.02 -0.01 0.01 0.01 0.03 0.37 -0.02 0.01 -0.01 0.02 0.08 C2.1D 0.25 0.01 -0.02 -0.00 0.04 0.02 -0.25 -0.01 0.02 0.00 0.06 0.04 C2.2A -0.36 0.02 -0.01 0.01 0.01 0.03 0.36 -0.02 0.01 -0.01 0.02 0.07 C2.3A -0.22 0.01 -0.01 0.00 0.01 0.02 0.22 -0.01 0.01 -0.00 0.02 0.05 C2.3D 0.12 0.01 -0.01 -0.00 0.03 0.01 -0.12 -0.01 0.01 0.00 0.04 0.03 C2.4 -0.04 0.02 -0.02 0.00 0.04 0.03 0.04 -0.02 0.02 -0.00 0.05 0.07 NED -0.42 0.02 0.00 0.01 -0.00 0.03 0.42 -0.02 -0.00 -0.01 -0.00 0.06 NED1 -0.37 0.01 0.00 0.01 -0.00 0.02 0.37 -0.01 -0.00 -0.01 -0.00 0.05 ÅBNING -0.05 0.00 0.00 0.00 -0.00 0.01 0.05 -0.00 -0.00 -0.00 -0.00 0.01 5- DL -0.05 -0.00 -0.00 -0.00 0.00 -0.01 9 0.05 0.00 0.00 0.00 0.00 -0.01 LL -0.37 -0.01 -0.00 -0.01 0.00 -0.05 0.37 0.01 0.00 0.01 0.00 -0.02 VL 0.32 -0.00 0.01 0.01 -0.04 -0.00 -0.32 0.00 -0.01 -0.01 -0.03 0.00 C1.1A -0.42 -0.02 -0.00 -0.01 0.00 -0.06 0.42 0.02 0.00 0.01 0.00 -0.03 C1.1B 0.27 -0.00 0.01 0.00 -0.04 -0.02 -0.27 0.00 -0.01 -0.00 -0.03 -0.01 C1.2A -0.10 -0.02 0.01 -0.00 -0.04 -0.06 0.10 0.02 -0.01 0.00 -0.03 -0.03 C1.2C -0.10 -0.02 0.01 -0.00 -0.04 -0.06 0.10 0.02 -0.01 0.00 -0.03 -0.03 C2.1A -0.37 -0.02 0.01 -0.01 -0.02 -0.08 0.37 0.02 -0.01 0.01 -0.01 -0.03 C2.1D 0.25 -0.01 0.02 0.00 -0.06 -0.04 -0.25 0.01 -0.02 -0.00 -0.04 -0.02 C2.2A -0.36 -0.02 0.01 -0.01 -0.02 -0.07 0.36 0.02 -0.01 0.01 -0.01 -0.03 C2.3A -0.22 -0.01 0.01 -0.00 -0.02 -0.05 0.22 0.01 -0.01 0.00 -0.01 -0.02 C2.3D 0.12 -0.01 0.01 0.00 -0.04 -0.03 -0.12 0.01 -0.01 -0.00 -0.03 -0.01 C2.4 -0.04 -0.02 0.02 -0.00 -0.05 -0.07 0.04 0.02 -0.02 0.00 -0.04 -0.03 NED -0.42 -0.02 -0.00 -0.01 0.00 -0.06 0.42 0.02 0.00 0.01 0.00 -0.03 NED1 -0.37 -0.01 -0.00 -0.01 0.00 -0.05 0.37 0.01 0.00 0.01 0.00 -0.02 ÅBNING -0.05 -0.00 -0.00 -0.00 0.00 -0.01 0.05 0.00 0.00 0.00 0.00 -0.01
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 103 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 ============================== STATISTICAL DATA =============================== Weights of beam elements: Section Designation Total Weight (kN) (kg) HE200B HE200B H1 0.000 0.0 DOBV 200x100x10 U2 1.079 110.0 DOBV1 50x30x5 U2 0.190 19.3 HE160B HE160B H1 0.000 0.0 NR50 60.3x3.2 O1 0.455 46.3 HE180B HE180B H1 2.343 238.9 IPE180 IPE180 I1 0.000 0.0 IPE200 IPE200 I1 1.097 111.9 IPE220 IPE220 I1 1.286 131.1 DOBV2 80x80x8 A2 0.455 46.3 75X150 75x150 RT 0.280 28.5 --------------------- 7.185 732.4 Own weight of structure = 0.00 kN No. of real numbers in Stiffness matrix = 3078 (30780 bytes) Time used to analyse = 0: 0:0.500 seconds Total number of : Nodes = 18 Beam Elements = 23 Cable Elements = 0 Shell Elements = 0 Supports = 4 Section Properties = 11 Load Cases = 3 Load Combinations = 13 =============================== END OF OUTPUT =================================
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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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