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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 141 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 -0.00 -0.00 0.01 0.00 0.00 -0.00 C2.1D 0.00 0.00 -0.00 -0.00 0.00 0.00 -0.00 -0.00 0.00 0.00 0.00 -0.00 C2.1J -0.00 0.00 -0.01 -0.00 0.01 0.00 0.00 -0.00 0.01 0.00 0.00 0.00 C2.2A 0.00 0.00 -0.01 -0.00 0.01 0.00 -0.00 -0.00 0.01 0.00 0.00 -0.00 C2.2D 0.00 0.00 -0.00 -0.00 0.00 0.00 -0.00 -0.00 0.00 0.00 0.00 -0.00 C2.2J 0.00 0.00 -0.01 -0.00 0.01 0.00 -0.00 -0.00 0.01 0.00 0.00 -0.00 C2.3A 0.00 0.00 -0.01 -0.00 0.01 0.00 -0.00 -0.00 0.01 0.00 0.00 -0.00 C2.3D 0.00 0.00 -0.00 -0.00 0.00 0.00 -0.00 -0.00 0.00 0.00 0.00 -0.00 C2.3J 0.00 0.00 -0.01 -0.00 0.01 0.00 -0.00 -0.00 0.01 0.00 0.00 -0.00 C2.4 0.00 0.00 -0.01 -0.00 0.01 0.01 -0.00 -0.00 0.01 0.00 0.00 -0.00 NED -0.00 0.00 -0.01 -0.00 0.01 0.00 0.00 -0.00 0.01 0.00 0.00 0.00 NED1 0.00 0.00 -0.01 -0.00 0.00 0.00 -0.00 -0.00 0.01 0.00 0.00 -0.00 ÅBNING -0.00 0.00 -0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 ABN1 -0.00 0.00 -0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 ÅBN2 -0.00 -0.00 0.00 0.00 -0.00 -0.00 0.00 0.00 -0.00 -0.00 -0.00 0.00 ÅBN3 0.00 0.00 -0.00 0.00 0.00 0.00 -0.00 -0.00 0.00 -0.00 -0.00 -0.00 ============================== STATISTICAL DATA =============================== Weights of beam elements: Section Designation Total Weight (kN) (kg) HE120B HE120B H1 0.000 0.0 HE140B HE140B H1 0.000 0.0 HE160B HE160B H1 0.000 0.0 HE180B HE180B H1 0.000 0.0 HE200B HE200B H1 4.102 418.1 HE220B HE220B H1 0.000 0.0 HE240B HE240B H1 0.000 0.0 HE260B HE260B H1 0.000 0.0 10X10 100x100 AZOBE 0.259 26.4 10X15 100x150 AZOBE 0.717 73.1 10X25 100x250 RT 0.000 0.0 10X20 100x200 RT 0.000 0.0 15X22 150X220 AZOBE 0.000 0.0 10X21 100X210 AZOBE 0.000 0.0 15X28 150X280 AZOBE 0.000 0.0 15X24 150X240 AZOBE 0.000 0.0 NR40 48.3x3.2 O1 0.252 25.7 IPE100 IPE100 I1 0.190 19.4 IPE120 IPE120 I1 0.450 45.9 IPE140 IPE140 I1 0.560 57.0 --------------------- 6.530 665.7 Own weight of structure = 0.00 kN No. of real numbers in Stiffness matrix = 3861 (38610 bytes) Time used to analyse = 0: 0:0.860 seconds Total number of : Nodes = 21 Beam Elements = 26 Cable Elements = 0 Shell Elements = 0 Supports = 4 Section Properties = 20 Load Cases = 6 Load Combinations = 20 =============================== 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 1 Jens Toft-Nielsen 142 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 ========== 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 :Gangbro 4,980m fag Data file : Z:\FLERE\5324 - Kulturbro Aalborg\Beregninger\PROKON\broklap_4,98m_åbning_75grader.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 0.290 0.078 2 1.690 0.290 0.078 3 2.210 0.290 0.078 4 2.810 0.290 0.078 5 3.410 0.290 0.078 6 0.000 3.317 0.889 7 1.690 3.317 0.889 8 2.210 3.317 0.889 9 2.810 3.317 0.889 10 3.410 3.317 0.889 11 2.210 0.000 0.000 13 3.410 0.000 0.000 14 2.210 4.810 1.289 16 3.410 4.810 1.289 17 3.410 1.803 0.483 18 3.410 0.290 -1.159 19 3.410 0.600 -1.081 20 3.410 2.114 -0.676 21 3.410 3.628 -0.270 22 3.410 5.121 0.130 23 2.210 1.803 0.483 =============================== ELEMENT DATA ================================== Beam Secn. type Fixity Length ß m (°) 1-2 HE200B 00 1.690 0.00 2-3 HE200B 00 0.520 0.00 3-4 HE200B 00 0.600 0.00 4-5 HE200B 00 0.600 0.00 6-7 HE200B 00 1.690 -0.00 7-8 HE200B 00 0.520 -0.00 8-9 HE200B 00 0.600 -0.00 9-10 HE200B 00 0.600 -0.00 3-11 IPE160 00 0.300 0.00 3-23 IPE160 00 1.566 0.00 8-23 IPE160 00 1.567 -0.00 8-14 IPE160 00 1.546 0.00 5-13 IPE160 00 0.300 0.00 5-17 IPE160 00 1.566 -0.00 10-17 IPE160 00 1.567 0.00 10-16 IPE160 00 1.546 0.00 18-19 10X15 00 0.320 -0.00 19-20 10X15 00 1.567 -0.00 20-21 10X15 00 1.567 -0.00 21-22 10X15 00 1.546 0.00 5-19 10X10 00 1.200 0.00 10-21 10X10 00 1.200 0.00 2-10 NR40 00 3.575 0.00 5-7 NR40 00 3.575 0.00 14-16 IPE100 00 1.200 -0.00 11-13 IPE100 00 1.200 0.00 ============================ SECTION PROPERTIES =============================== Section : HE120B Section designation: HE120B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 3.400E-3 0.000 0.000 8.64E-6 3.18E-6 139E-9 Steel:S275 Section : HE140B Section designation: HE140B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 4.300E-3 0.000 0.000 15.1E-6 5.50E-6 201E-9 Steel:S275 Section : HE160B Section designation: HE160B H1 ----------------
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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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