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 1 Jens Toft-Nielsen 71 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 4.300E-3 0.000 0.000 15.1E-6 5.50E-6 201E-9 Steel:S275 Section : HE160B Section designation: HE160B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 5.430E-3 0.000 0.000 24.9E-6 8.89E-6 314E-9 Steel:S275 Section : HE180B Section designation: HE180B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 6.530E-3 0.000 0.000 38.3E-6 13.6E-6 423E-9 Steel:S275 Section : HE200B Section designation: HE200B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 7.810E-3 0.000 0.000 57.0E-6 20.0E-6 595E-9 Steel:S275 Section : HE220B Section designation: HE220B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 9.100E-3 0.000 0.000 80.9E-6 28.4E-6 768E-9 Steel:S275 Section : HE240B Section designation: HE240B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 10.60E-3 0.000 0.000 113E-6 39.2E-6 1.03E-6 Steel:S275 Section : HE260B Section designation: HE260B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 11.80E-3 0.000 0.000 149E-6 51.3E-6 1.24E-6 Steel:S275 Section : 10X10 Section designation: 100x100 AZOBE ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 10.00E-3 0.000 0.000 8.33E-6 8.33E-6 14.1E-6 AZOBE Section : 10X15 Section designation: 100x150 AZOBE ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 15.00E-3 0.000 0.000 28.1E-6 12.5E-6 29.3E-6 AZOBE Section : 10X25 Section designation: 100x250 RT ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 25.00E-3 0.000 0.000 130E-6 20.8E-6 62.4E-6 AZOBE Section : 10X20 Section designation: 100x200 RT ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 20.00E-3 0.000 0.000 66.7E-6 16.7E-6 45.8E-6 AZOBE Section : 15X22 Section designation: 150X220 AZOBE ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 33.00E-3 0.000 0.000 133E-6 61.9E-6 49.1E-6 AZOBE
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 72 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 Section : 10X21 Section designation: 100X210 AZOBE ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 21.00E-3 0.000 0.000 77.2E-6 17.5E-6 143E-6 AZOBE Section : 15X28 Section designation: 150X280 AZOBE ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 42.00E-3 0.000 0.000 274E-6 78.8E-6 209E-6 AZOBE Section : 15X24 Section designation: 150X240 AZOBE ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 36.00E-3 0.000 0.000 173E-6 67.5E-6 165E-6 AZOBE Section : NR40 Section designation: 48.3x3.2 O1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 453.0E-6 0.000 0.000 116E-9 116E-9 232E-9 Steel:S275 Section : IPE100 Section designation: IPE100 I1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 1.030E-3 0.000 0.000 1.71E-6 159E-9 12.1E-9 Steel:S275 Section : IPE120 Section designation: IPE120 I1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 1.320E-3 0.000 0.000 3.18E-6 277E-9 17.4E-9 Steel:S275 Section : IPE140 Section designation: IPE140 I1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 1.640E-3 0.000 0.000 5.41E-6 449E-9 24.6E-9 Steel:S275 ================================== MATERIALS ================================== Designation E poisson Density Exp. coeff. kPa kN/m^3 Steel:S275 162.7E6 0.30 77.01 12.00E-6 AZOBE 27.00E6 0.50 10.79 10.00E-6 =============================== SUPPORT DATA ================================== Prescribed displacements Node Fixity X Y Z X-Rot Y-Rot Z-Rot m m m rad. rad. rad. 1 XYZ 0.00 0.00 0.00 0.00 0.00 0.00 6 XYZ 0.00 0.00 0.00 0.00 0.00 0.00 2 YZ 0.00 0.00 0.00 0.00 0.00 0.00 7 YZ 0.00 0.00 0.00 0.00 0.00 0.00 Spring constants Node Fixity X Y Z X-Rot Y-Rot Z-Rot kN/m kN/m kN/m kNm/rad kNm/rad kNm/rad =================================== LOADS =====================================
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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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