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 HE180B HE180B H1 2.343 238.9 IPE180 IPE180 I1 0.000 0.0 IPE200 IPE200 I1 1.097 111.9 IPE220 IPE220 I1 0.000 0.0 DOBV2 80x80x8 A2 0.682 69.5 75X150 75x150 RT 0.280 28.5 IPE240 IPE240 I1 3.011 306.9 --------------------- 9.748 993.7 Sheet 5324 Kulturbro-Aalborg - Bilag 2 Jens Toft-Nielsen 56 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 No. of real numbers in Stiffness/mass matrix = 3078 (30780 bytes) Time used to analyse = 0: 0:0.344 seconds Total number of : Nodes = 18 Beam Elements = 25 Shell Elements = 0 Supports = 4 Section Properties = 12 Load Cases = 3 Load Combinations = 13 Mode Shapes = 8 No of subspace iterations = 2 =============================== END OF OUTPUT =================================
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 57 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 Space Frame Analysis Ver W2.2.39 - 02 Feb 2007 Input file:Z:\FLERE\5324 - Kulturbro Aalborg\Beregninger\PROKON\alternativfastgørelse_4,5m_klap.A03 Created : 19-03-2007 13:15:58 A03 ========== S p a c e - F r a m e A n a l y s i s - P R O K O N =========== Ver W2.2.39 - 02 Feb 2007 TITLE :Alternativ fastgørelse af stibro på Jernbanebroen Data file : Z:\FLERE\5324 - Kulturbro Aalborg\Beregninger\PROKON\alternativfastgørelse_4,5m_klap.A03 Created on: 19-03-2007 ========================== NODAL POINT COORDINATES ============================ Node No X-coord Y-coord Z-coord Node No X-coord Y-coord Z-coord m m m m m m 1 0.000 0.000 0.000 2 0.000 1.100 0.000 3 0.000 2.330 0.000 4 0.642 0.589 0.000 5 1.200 1.100 0.000 6 0.045 1.100 0.000 7 0.600 1.100 0.000 8 0.000 0.000 4.500 9 0.000 1.100 4.500 10 0.000 2.330 4.500 11 0.642 0.589 4.500 12 1.200 1.100 4.500 13 0.045 1.100 4.500 14 0.600 1.100 4.500 15 1.200 2.300 0.000 16 1.200 2.300 2.250 17 1.200 2.300 4.500 18 1.200 1.100 2.250 =============================== ELEMENT DATA ================================== Beam Secn. type Fixity Length ß m (°) 1-2 HE180B 00 1.100 -0.00 2-3 HE180B 00 1.230 -0.00 8-9 HE180B 00 1.100 0.00 9-10 HE180B 00 1.230 0.00 1-4 DOBV1 00 0.871 0.00 4-5 DOBV1 00 0.757 0.00 8-11 DOBV1 00 0.871 -0.00 11-12 DOBV1 00 0.757 -0.00 2-6 DOBV 00 0.045 0.00 6-7 DOBV 00 0.555 0.00 5-7 DOBV 00 0.600 -0.00 9-13 DOBV 00 0.045 -0.00 13-14 DOBV 00 0.555 -0.00 12-14 DOBV 00 0.600 0.00 6-13 IPE180 00 4.500 0.00 5-18 IPE200 00 2.250 -0.00 12-18 IPE200 00 2.250 0.00 5-15 DOBV2 00 1.200 0.00 12-17 DOBV2 00 1.200 0.00 15-16 75X150 00 2.250 -0.00 16-17 75X150 00 2.250 -0.00 2-12 NR50 00 4.657 0.00 5-9 NR50 00 4.657 0.00 ============================ SECTION PROPERTIES =============================== 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 : DOBV Section designation: 200x100x10 U2 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 5.840E-3 0.000 0.000 24.4E-6 8.65E-6 216E-9 Steel:S275 Section : DOBV1 Section designation: 50x30x5 U2 ---------------- A Ay Ax Ixx Iyy J Material
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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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