SKITSEPROJEKT - LandCAD

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Erasmus Partnere A/S 2008.11.14 22.13.04 Østergade 1, 1 sal, 9850 Hirtshals Tel 98 94 38 11, Fax 98 94 38 55 Projekt C:/Nordsoft beton/5324, kulturbro/aabent klapfag 50 00 mm, 141108.200 Statikprogram version 1.10.58 Side 1 __________________________________________________________________________________________________________ RESULTAT ( Rumlig ramme Ver. 1.0 ) Resultatudskrift lastkombinationer : ( Grænsetilstand: Brud I:ste ordens teori ) 1 1.5W VEDERLAGSREAKTIONER Knude Px Py Pz Mx My Mz L-kombinat. nr kN kN kN kNm kNm kNm nr Lasttlf. 2 mxPx 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miPx 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 mxPy 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miPy 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 mxPz 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miPz 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 mxMx 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miMx 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 mxMy 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miMy 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 mxMz 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miMz 0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 9 mxPx -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miPx -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 mxPy -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miPy -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 mxPz -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miPz -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 mxMx -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miMx -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 mxMy -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miMy -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 mxMz -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 miMz -0.4 3.0 0.0 0.0 -0.9 -1.7 1 1 Bemærk belastningerne der er indført i programmet er multipliceret med 10, for at opnå flere betydende cifre i resultatet. Resultatet skal altså divideres med 10.
Erasmus : Detailopbygning af 180 cm fast fag og 120 cm klapfag : S n it AA F ast fag Klap fag A A Z 1 6 0 H T 1 4 0 Z 1 6 0 H U N P 1 0 0 T 1 4 0 i n d f l i g e t t i l 6 0 m m o g u d f l i g e t t i l 1 8 0 m m G i t t e r r i s t e G i t t e r r i s t e T 1 0 0 6 5 0 6 5 0 S n it AA A A Z 1 6 0 H T 1 0 0 T 1 2 0 Z 1 6 0 H U N P 1 0 0 T 1 2 0 i n d f l i g e t t i l 6 0 m m o g u d f l i g e t t i l 1 8 0 m m
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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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