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Internet: http://www.erasmus.dk E-Mail : info@erasmus.dk C2.3A C2.3D C2.4 NED NED1 ÅBNING Job Number Job Title Client Calcs by Checked by Date Sheet 5324 Kulturbro-Aalborg - Bilag 2 Jens Toft-Nielsen 80 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 Comb. Load factor for each load case: Ultimate Limit State DL LL VL C1.1A 1.0 1.0 0.0 C1.1B 1.0 0.0 1.0 C1.2A 1.0 1.0 1.0 C1.2C 1.0 1.0 1.0 C2.1A 1.0 1.3 0.5 C2.1D 1.0 0.5 1.5 C2.2A 0.8 1.3 0.5 C2.3A 0.3 1.0 0.5 C2.3D 0.3 0.5 1.0 C2.4 1.0 1.1 1.3 NED 1.0 1.0 0.0 NED1 0.0 1.0 0.0 ÅBNING 1.0 0.0 0.0 Comb. Load factor for each load case: Serviceability Limit State DL LL VL C1.1A 1.0 0.4 0.0 C1.1B 1.0 0.0 0.4 C1.2A 1.0 0.8 0.5 C1.2C 1.0 0.4 0.6 C2.1A 1.0 1.0 1.0 C2.1D 1.0 1.0 1.0 C2.2A 1.0 1.0 1.0 C2.3A 1.0 1.0 1.0 C2.3D 1.0 1.0 1.0 C2.4 1.0 1.0 1.0 NED 1.0 1.0 0.0 NED1 0.0 1.0 0.0 ÅBNING 1.0 0.0 0.0 ========================= OUTPUT: DYNAMIC ANALYSIS ============================ =================== NATURAL FREQUENCY FOR EACH MODE SHAPE ===================== Mode shape Frequency (Hz) Period (s) Modal stiffness Kn Modal Mass Mn 1 7.9801 0.1253 43499.62 17.303 2 8.1783 0.1223 80.08 0.030 3 14.5634 0.0687 52094.80 6.222 4 20.5102 0.0488 38784.61 2.335 5 22.9375 0.0436 118871.73 5.723 6 25.9190 0.0386 5160.36 0.195 7 27.5020 0.0364 389842.03 13.056 8 30.2831 0.0330 14447.01 0.399 ======================= NORMALIZED DYNAMIC MODE SHAPES ======================== Node Shape No. X-disp. Y-disp. Z-disp. X-rot. Y-rot. Z-rot. 1 1 -0.82 -0.00 0.68 -0.0055 -0.2776 -0.0062 2 -4.17 -0.02 -0.03 0.0001 0.0010 -0.0071 3 203.20 0.85 10.34 -0.0193 -0.2499 0.4155 4 -6.01 -0.30 1000.00 -0.0631 0.0138 -0.0010 5 215.75 -8.04 53.61 -0.0002 -0.0009 0.0003 6 -155.02 -0.68 1.96 -0.0012 -0.0090 -0.1076 7 65.18 0.08 27.78 -0.0022 -0.0533 0.0051 8 -77.74 -0.34 3.21 -0.0074 -0.0923 -0.1901 2 1 0.00 0.00 0.00 -0.0022 -0.2571 -0.0038 2 0.00 0.00 0.00 0.0000 0.0005 -0.0035 3 0.00 0.00 0.00 -0.0147 -0.0039 0.2395 4 0.00 0.00 0.00 -0.0563 -0.0004 0.0010 5 0.00 0.00 0.00 0.0001 0.0007 0.0005
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 81 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 6 0.00 0.00 0.00 -0.0010 0.0004 -0.0586 7 0.00 0.00 0.00 -0.0011 -0.0523 0.0026 8 0.00 0.00 0.00 -0.0049 0.0040 -0.1056 3 1 0.00 0.00 0.00 0.0011 -0.3246 0.0019 2 0.00 -0.00 0.00 -0.0000 -0.0003 0.0018 3 0.00 0.00 0.00 0.0073 0.0098 -0.1200 4 0.00 0.00 0.00 0.0277 0.0036 -0.0005 5 0.00 0.11 0.00 0.0001 -0.0629 -0.0004 6 0.00 -0.00 0.00 0.0005 -0.0106 0.0294 7 0.00 0.00 0.00 0.0004 0.0427 -0.0013 8 0.00 0.00 0.00 0.0025 0.0486 0.0533 4 1 -0.32 -0.59 17.26 0.1051 0.0718 -0.0081 2 -2.34 -2.35 -0.39 0.0002 0.0005 -0.0051 3 99.12 127.14 89.04 -0.2724 -0.3273 0.3519 4 -4.05 -6.92 332.03 -0.0396 0.0288 -0.0002 5 -423.59 565.00 -85.02 -0.0002 0.0011 0.0005 6 -79.65 -92.99 9.01 -0.0090 -0.0069 -0.0871 7 45.41 23.02 325.90 0.0213 0.0360 0.0033 8 -39.51 -47.12 23.38 -0.0920 -0.0912 -0.1572 5 1 0.39 -1.41 -1.10 0.0115 0.5683 -0.0135 2 0.05 -5.26 -0.00 0.0017 -0.0012 -0.0118 3 -1.14 247.71 2.24 -0.8545 -0.0058 0.4795 4 0.26 -15.48 -0.20 0.0065 0.0001 -0.0019 5 24.20 -42.19 -23.07 0.0015 0.0005 -0.0009 6 1.48 -190.27 -5.28 -0.0285 0.0074 -0.1440 7 10.71 61.71 -382.71 -0.0139 0.1573 0.0057 8 0.65 -95.33 -0.66 -0.2299 -0.0009 -0.2447 6 1 0.01 -0.02 1.61 -0.0012 -0.2580 -0.0041 2 0.00 -0.10 -0.02 -0.0001 0.0005 -0.0036 3 -0.04 5.78 0.09 -0.0356 -0.0037 0.2572 4 0.01 0.73 0.29 -1.0000 -0.0004 0.0011 5 1.06 9.86 -13.37 0.0011 0.0007 0.0005 6 0.06 -4.19 -0.03 -0.0008 0.0004 -0.0623 7 0.39 1.62 31.56 -0.0009 -0.0518 0.0027 8 0.03 -2.14 -0.08 -0.0062 0.0042 -0.1125 7 1 0.19 -0.50 16.61 0.0059 -0.0679 -0.0083 2 0.03 -1.84 -0.16 0.0006 0.0002 -0.0065 3 -0.57 105.31 0.99 -0.4410 -0.0030 0.4194 4 0.13 -0.51 1.16 -0.5414 0.0001 -0.0012 5 12.35 83.03 -33.90 0.0014 -0.0003 -0.0000 6 0.74 -75.57 -1.02 -0.0141 0.0024 -0.1039 7 5.38 24.98 247.24 -0.0081 0.0093 0.0036 8 0.33 -38.65 -0.61 -0.1263 0.0009 -0.1861 8 1 -0.79 -0.00 -0.68 0.0056 0.2807 -0.0060 2 -4.17 -0.02 0.03 -0.0000 -0.0011 -0.0071 3 203.00 0.86 -10.38 0.0194 0.2480 0.4152 4 -5.03 -0.33 -999.97 0.0631 -0.0166 -0.0010 5 -247.10 11.63 -39.69 0.0001 -0.0066 -0.0004 6 155.26 0.67 1.90 -0.0011 -0.0086 0.1077 7 -71.18 -0.02 30.07 -0.0026 -0.0569 -0.0056 8 -78.22 -0.33 -3.23 0.0074 0.0859 -0.1910 9 1 0.00 0.00 0.00 0.0021 0.2584 -0.0036 2 0.00 0.00 0.00 -0.0000 -0.0005 -0.0035 3 0.00 0.00 0.00 0.0147 0.0037 0.2393 4 0.00 0.00 0.00 0.0564 0.0000 0.0010 5 0.00 0.00 0.00 -0.0001 0.0003 -0.0001 6 0.00 0.00 0.00 -0.0011 0.0003 0.0587 7 0.00 0.00 0.00 -0.0006 -0.0519 -0.0028 8 0.00 0.00 0.00 0.0051 -0.0052 -0.1062 10 1 0.00 0.00 0.00 -0.0010 0.2444 0.0018 2 0.00 -0.00 0.00 0.0000 -0.0001 0.0018 3 0.00 -0.00 0.00 -0.0073 0.0267 -0.1198 4 0.00 -0.00 0.00 -0.0278 -0.0028 -0.0005 5 0.00 -0.11 0.00 -0.0001 -0.0195 -0.0001 6 0.00 -0.00 0.00 0.0005 -0.0054 -0.0294 7 0.00 0.00 0.00 0.0001 -0.0554 0.0015 8 0.00 -0.00 0.00 -0.0025 0.0351 0.0536 11 1 -0.31 -0.59 -17.23 -0.1042 -0.0716 -0.0081 2 -2.32 -2.38 0.39 -0.0003 -0.0005 -0.0051 3 99.28 126.86 -89.12 0.2715 0.3269 0.3518 4 -4.81 -5.48 -333.85 0.0374 -0.0298 -0.0003 5 -508.41 454.69 -255.82 -0.0059 -0.0040 -0.0004 6 79.37 93.45 9.17 -0.0091 -0.0072 0.0871 7 -29.27 -45.78 321.20 0.0214 0.0395 -0.0033 8 -39.49 -47.44 -23.63 0.0892 0.0906 -0.1581 12 1 0.39 -1.41 1.11 -0.0118 -0.5695 -0.0136 2 0.05 -5.26 0.00 -0.0017 0.0011 -0.0117 3 -1.17 247.74 -2.27 0.8548 0.0069 0.4797
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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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