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 145 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 ============================= LOAD CASE DL ================================ Egenvægt *** POINT LOADS *** Node Fx Fy Fz Mx My Mz kN kN kN kNm kNm kNm 5 0.00 -1.35 0.00 0.00 0.00 0.00 10 0.00 -1.65 0.00 0.00 0.00 0.00 *** BEAM ELEMENT LOADS *** Element Direction P a Wl Wr dT kN m kN/m kN/m °C 3-11 L 0.00 0.00 -0.30 -0.30 0.00 3-23 L 0.00 0.00 -0.30 -0.30 0.00 8-23 L 0.00 0.00 -0.30 -0.30 0.00 8-14 L 0.00 0.00 -0.30 -0.30 0.00 5-13 L 0.00 0.00 -0.30 -0.30 0.00 5-17 L 0.00 0.00 -0.30 -0.30 0.00 10-17 L 0.00 0.00 -0.30 -0.30 0.00 10-16 L 0.00 0.00 -0.30 -0.30 0.00 ============================= LOAD CASE VM ================================ Vandret masselast *** POINT LOADS *** Node Fx Fy Fz Mx My Mz kN kN kN kNm kNm kNm 3 0.00 0.00 0.14 0.00 0.00 0.00 5 0.00 0.00 0.21 0.00 0.00 0.00 8 0.00 0.00 0.19 0.00 0.00 0.00 10 0.00 0.00 0.28 0.00 0.00 0.00 ============================= LOAD CASE LL ================================ Trafiklast *** BEAM ELEMENT LOADS *** Element Direction P a Wl Wr dT kN m kN/m kN/m °C 3-11 L 0.00 0.00 -3.00 -3.00 0.00 3-23 L 0.00 0.00 -3.00 -3.00 0.00 8-23 L 0.00 0.00 -3.00 -3.00 0.00 8-14 L 0.00 0.00 -3.00 -3.00 0.00 5-13 L 0.00 0.00 -3.00 -3.00 0.00 5-17 L 0.00 0.00 -3.00 -3.00 0.00 10-17 L 0.00 0.00 -3.00 -3.00 0.00 10-16 L 0.00 0.00 -3.00 -3.00 0.00 18-19 L 0.00 0.00 -1.10 -1.10 0.00 19-20 L 0.00 0.00 -1.10 -1.10 0.00 20-21 L 0.00 0.00 -1.10 -1.10 0.00 21-22 L 0.00 0.00 -1.10 -1.10 0.00 ============================= LOAD CASE VL ================================ Vindlast *** BEAM ELEMENT LOADS *** Element Direction P a Wl Wr dT kN m kN/m kN/m °C 5-13 L 0.00 0.00 -1.76 -1.76 0.00 5-17 L 0.00 0.00 -1.76 -1.76 0.00 10-17 L 0.00 0.00 -1.76 -1.76 0.00 10-16 L 0.00 0.00 -1.76 -1.76 0.00 5-19 L 0.00 0.00 -1.37 -1.37 0.00 10-21 L 0.00 0.00 -1.37 -1.37 0.00 18-19 L 0.00 0.00 -1.37 -1.37 0.00 19-20 L 0.00 0.00 -1.37 -1.37 0.00 20-21 L 0.00 0.00 -1.37 -1.37 0.00 21-22 L 0.00 0.00 -1.37 -1.37 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 1 Jens Toft-Nielsen 146 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 ============================= LOAD CASE VL1 ================================ Vindlast på broklap, syd *** BEAM ELEMENT LOADS *** Element Direction P a Wl Wr dT kN m kN/m kN/m °C 3-11 L 0.00 0.00 -1.06 -1.06 0.00 3-23 L 0.00 0.00 -1.06 -1.06 0.00 8-23 L 0.00 0.00 -1.06 -1.06 0.00 8-14 L 0.00 0.00 -1.06 -1.06 0.00 5-13 L 0.00 0.00 -1.06 -1.06 0.00 5-17 L 0.00 0.00 -1.06 -1.06 0.00 10-17 L 0.00 0.00 -1.06 -1.06 0.00 10-16 L 0.00 0.00 -1.06 -1.06 0.00 ============================= LOAD CASE VL2 ================================ Vindlast på broklap, nord *** BEAM ELEMENT LOADS *** Element Direction P a Wl Wr dT kN m kN/m kN/m °C 3-11 L 0.00 0.00 1.06 1.06 0.00 3-23 L 0.00 0.00 1.06 1.06 0.00 8-23 L 0.00 0.00 1.06 1.06 0.00 8-14 L 0.00 0.00 1.06 1.06 0.00 5-13 L 0.00 0.00 1.06 1.06 0.00 5-17 L 0.00 0.00 1.06 1.06 0.00 10-17 L 0.00 0.00 1.06 1.06 0.00 10-16 L 0.00 0.00 1.06 1.06 0.00 ============================= LOAD COMBINATIONS =============================== Load Comb Description C1.1A C1.1B C1.2A C1.2C C2.1A C2.1D C2.1J C2.2A C2.2D C2.2J C2.3A C2.3D C2.3J C2.4 NED NED1 ÅBNING ÅBN1 ÅBN2 ÅBN3 Comb. Load factor for each load case: Ultimate Limit State DL VM LL VL VL1 VL2 C1.1A 1.0 0.0 1.0 0.0 0.0 0.0 C1.1B 1.0 0.0 0.0 1.0 0.0 0.0 C1.2A 1.0 0.0 1.0 1.0 0.0 0.0 C1.2C 1.0 0.0 1.0 1.0 0.0 0.0 C2.1A 1.0 0.0 1.3 0.5 0.0 0.0 C2.1D 1.0 0.0 0.5 1.5 0.0 0.0 C2.1J 1.0 1.0 1.0 0.0 0.0 0.0 C2.2A 0.8 0.0 1.3 0.5 0.0 0.0 C2.2D 0.8 1.0 0.5 1.5 0.0 0.0 C2.2J 0.8 1.0 1.0 0.0 0.0 0.0 C2.3A 0.3 0.0 1.0 0.5 0.0 0.0 C2.3D 0.3 0.0 0.5 1.0 0.0 0.0 C2.3J 0.3 1.0 1.0 0.0 0.0 0.0 C2.4 1.0 0.0 1.1 1.3 0.0 0.0
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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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