SKITSEPROJEKT - LandCAD

More documents

Recommendations

Info

Internet: http://www.erasmus.dk E-Mail : info@erasmus.dk Job Number Job Title Client 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 NED 1.0 0.0 1.0 0.0 0.0 0.0 NED1 0.0 0.0 1.0 0.0 0.0 0.0 ÅBNING 1.0 0.0 0.0 0.0 0.0 0.0 ABN1 1.0 0.0 0.0 0.0 1.5 0.0 ÅBN2 1.0 0.0 0.0 0.0 0.0 1.5 ÅBN3 1.0 0.0 0.0 1.5 0.0 0.0 Calcs by Checked by Date Sheet 5324 Kulturbro-Aalborg - Bilag 1 Jens Toft-Nielsen 113 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 Comb. Load factor for each load case: Serviceability Limit State DL VM LL VL VL1 VL2 C1.1A 1.0 0.0 0.4 0.0 0.0 0.0 C1.1B 1.0 0.0 0.0 0.4 0.0 0.0 C1.2A 1.0 0.0 0.8 0.5 0.0 0.0 C1.2C 1.0 0.0 0.4 0.6 0.0 0.0 C2.1A 1.0 0.0 1.0 1.0 0.0 0.0 C2.1D 1.0 0.0 1.0 1.0 0.0 0.0 C2.1J 1.0 1.0 1.0 0.0 0.0 0.0 C2.2A 1.0 0.0 1.0 1.0 0.0 0.0 C2.2D 1.0 1.0 1.0 1.0 0.0 0.0 C2.2J 1.0 1.0 1.0 0.0 0.0 0.0 C2.3A 1.0 0.0 1.0 1.0 0.0 0.0 C2.3D 1.0 0.0 1.0 1.0 0.0 0.0 C2.3J 1.0 1.0 1.0 0.0 0.0 0.0 C2.4 1.0 0.0 1.0 1.0 0.0 0.0 NED 1.0 0.0 1.0 0.0 0.0 0.0 NED1 0.0 0.0 1.0 0.0 0.0 0.0 ÅBNING 1.0 0.0 0.0 0.0 0.0 0.0 ABN1 1.0 0.0 0.0 0.0 1.0 0.0 ÅBN2 1.0 0.0 0.0 0.0 0.0 1.0 ÅBN3 1.0 0.0 0.0 1.0 0.0 0.0 ========================== OUTPUT: LINEAR ANALYSIS ============================ ====================== NODAL POINT DISPLACEMENTS at SLS ======================= Node Lcase X-disp. Y-disp. Z-disp. X-rot. Y-rot. Z-rot. mm mm mm rad. rad. rad. 1 DL 0.00 0.00 0.00 0.0003 0.0001 0.0000 VM 0.00 0.00 0.00 0.0000 0.0000 0.0000 LL 0.00 0.00 0.00 0.0033 0.0012 0.0003 VL 0.00 0.00 0.00 0.0003 0.0008 0.0002 VL1 0.00 0.00 0.00 0.0011 0.0003 0.0001 VL2 0.00 0.00 0.00 -0.0011 -0.0003 -0.0001 C1.1A 0.00 0.00 0.00 0.0016 0.0006 0.0001 C1.1B 0.00 0.00 0.00 0.0004 0.0004 0.0001 C1.2A 0.00 0.00 0.00 0.0031 0.0015 0.0004 C1.2C 0.00 0.00 0.00 0.0018 0.0011 0.0003 C2.1A 0.00 0.00 0.00 0.0039 0.0021 0.0005 C2.1D 0.00 0.00 0.00 0.0039 0.0021 0.0005 C2.1J 0.00 0.00 0.00 0.0036 0.0013 0.0003 C2.2A 0.00 0.00 0.00 0.0039 0.0021 0.0005 C2.2D 0.00 0.00 0.00 0.0039 0.0021 0.0005 C2.2J 0.00 0.00 0.00 0.0036 0.0013 0.0003 C2.3A 0.00 0.00 0.00 0.0039 0.0021 0.0005 C2.3D 0.00 0.00 0.00 0.0039 0.0021 0.0005 C2.3J 0.00 0.00 0.00 0.0036 0.0013 0.0003 C2.4 0.00 0.00 0.00 0.0039 0.0021 0.0005 NED 0.00 0.00 0.00 0.0036 0.0013 0.0003 NED1 0.00 0.00 0.00 0.0033 0.0012 0.0003 ÅBNING 0.00 0.00 0.00 0.0003 0.0001 0.0000 ABN1 0.00 0.00 0.00 0.0015 0.0005 0.0001 ÅBN2 0.00 0.00 0.00 -0.0008 -0.0002 -0.0000 ÅBN3 0.00 0.00 0.00 0.0006 0.0009 0.0002 2 DL -0.00 0.00 0.00 0.0003 -0.0002 -0.0001 VM 0.00 0.00 0.00 0.0000 -0.0001 -0.0000 LL 0.01 0.00 0.00 0.0033 -0.0024 -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 1 Jens Toft-Nielsen 114 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 VL 0.00 0.00 0.00 0.0003 -0.0016 -0.0004 VL1 0.00 0.00 0.00 0.0011 -0.0007 -0.0001 VL2 -0.00 0.00 0.00 -0.0011 0.0007 0.0001 C1.1A 0.00 0.00 0.00 0.0016 -0.0012 -0.0003 C1.1B -0.00 0.00 0.00 0.0004 -0.0009 -0.0002 C1.2A 0.00 0.00 0.00 0.0031 -0.0029 -0.0007 C1.2C 0.00 0.00 0.00 0.0018 -0.0022 -0.0005 C2.1A 0.01 0.00 0.00 0.0039 -0.0042 -0.0010 C2.1D 0.01 0.00 0.00 0.0039 -0.0042 -0.0010 C2.1J 0.00 0.00 0.00 0.0036 -0.0027 -0.0006 C2.2A 0.01 0.00 0.00 0.0039 -0.0042 -0.0010 C2.2D 0.01 0.00 0.00 0.0039 -0.0043 -0.0010 C2.2J 0.00 0.00 0.00 0.0036 -0.0027 -0.0006 C2.3A 0.01 0.00 0.00 0.0039 -0.0042 -0.0010 C2.3D 0.01 0.00 0.00 0.0039 -0.0042 -0.0010 C2.3J 0.00 0.00 0.00 0.0036 -0.0027 -0.0006 C2.4 0.01 0.00 0.00 0.0039 -0.0042 -0.0010 NED 0.00 0.00 0.00 0.0036 -0.0026 -0.0006 NED1 0.01 0.00 0.00 0.0033 -0.0024 -0.0005 ÅBNING -0.00 0.00 0.00 0.0003 -0.0002 -0.0001 ABN1 0.00 0.00 0.00 0.0015 -0.0009 -0.0002 ÅBN2 -0.00 0.00 0.00 -0.0008 0.0004 0.0001 ÅBN3 0.00 0.00 0.00 0.0006 -0.0018 -0.0005 3 DL -0.00 -0.06 0.18 0.0004 -0.0004 -0.0001 VM 0.00 -0.01 0.04 0.0000 -0.0001 -0.0000 LL 0.01 -0.39 1.71 0.0037 -0.0041 -0.0009 VL 0.00 -0.30 1.18 0.0002 -0.0028 -0.0007 VL1 0.00 -0.11 0.47 0.0013 -0.0011 -0.0003 VL2 -0.00 0.11 -0.47 -0.0013 0.0011 0.0003 C1.1A 0.00 -0.21 0.87 0.0019 -0.0021 -0.0005 C1.1B -0.00 -0.18 0.65 0.0004 -0.0016 -0.0004 C1.2A 0.00 -0.52 2.14 0.0034 -0.0051 -0.0013 C1.2C 0.00 -0.39 1.57 0.0020 -0.0038 -0.0010 C2.1A 0.01 -0.75 3.07 0.0043 -0.0073 -0.0018 C2.1D 0.01 -0.75 3.07 0.0043 -0.0073 -0.0018 C2.1J 0.01 -0.46 1.93 0.0041 -0.0046 -0.0011 C2.2A 0.01 -0.75 3.07 0.0043 -0.0073 -0.0018 C2.2D 0.01 -0.76 3.11 0.0043 -0.0074 -0.0018 C2.2J 0.01 -0.46 1.93 0.0041 -0.0046 -0.0011 C2.3A 0.01 -0.75 3.07 0.0043 -0.0073 -0.0018 C2.3D 0.01 -0.75 3.07 0.0043 -0.0073 -0.0018 C2.3J 0.01 -0.46 1.93 0.0041 -0.0046 -0.0011 C2.4 0.01 -0.75 3.07 0.0043 -0.0073 -0.0018 NED 0.00 -0.45 1.89 0.0041 -0.0045 -0.0011 NED1 0.01 -0.39 1.71 0.0037 -0.0041 -0.0009 ÅBNING -0.00 -0.06 0.18 0.0004 -0.0004 -0.0001 ABN1 0.00 -0.16 0.65 0.0017 -0.0015 -0.0004 ÅBN2 -0.00 0.05 -0.29 -0.0009 0.0007 0.0001 ÅBN3 0.00 -0.36 1.36 0.0005 -0.0033 -0.0009 4 DL -0.00 -0.15 0.48 0.0004 -0.0005 -0.0002 VM 0.00 -0.02 0.10 0.0000 -0.0001 -0.0000 LL 0.01 -1.06 4.50 0.0035 -0.0051 -0.0012 VL 0.00 -0.82 3.18 0.0005 -0.0037 -0.0010 VL1 0.00 -0.29 1.23 0.0012 -0.0014 -0.0003 VL2 -0.00 0.29 -1.23 -0.0012 0.0014 0.0003 C1.1A 0.00 -0.58 2.28 0.0018 -0.0026 -0.0007 C1.1B -0.00 -0.48 1.75 0.0006 -0.0020 -0.0006 C1.2A 0.01 -1.41 5.67 0.0035 -0.0065 -0.0016 C1.2C 0.00 -1.07 4.19 0.0021 -0.0048 -0.0013 C2.1A 0.01 -2.03 8.16 0.0044 -0.0094 -0.0024 C2.1D 0.01 -2.03 8.16 0.0044 -0.0094 -0.0024 C2.1J 0.01 -1.23 5.08 0.0039 -0.0058 -0.0014 C2.2A 0.01 -2.03 8.16 0.0044 -0.0094 -0.0024 C2.2D 0.01 -2.05 8.26 0.0045 -0.0095 -0.0024 C2.2J 0.01 -1.23 5.08 0.0039 -0.0058 -0.0014 C2.3A 0.01 -2.03 8.16 0.0044 -0.0094 -0.0024 C2.3D 0.01 -2.03 8.16 0.0044 -0.0094 -0.0024 C2.3J 0.01 -1.23 5.08 0.0039 -0.0058 -0.0014 C2.4 0.01 -2.03 8.16 0.0044 -0.0094 -0.0024 NED 0.01 -1.21 4.98 0.0039 -0.0057 -0.0014 NED1 0.01 -1.06 4.50 0.0035 -0.0051 -0.0012 ÅBNING -0.00 -0.15 0.48 0.0004 -0.0005 -0.0002 ABN1 0.00 -0.44 1.70 0.0016 -0.0019 -0.0005 ÅBN2 -0.00 0.13 -0.75 -0.0009 0.0008 0.0002 ÅBN3 0.00 -0.97 3.66 0.0009 -0.0043 -0.0011 5 DL -0.00 -0.27 0.82 0.0003 -0.0006 -0.0002 VM 0.00 -0.04 0.17 0.0000 -0.0001 -0.0000 LL 0.01 -1.84 7.72 0.0033 -0.0055 -0.0013
Page 1 and 2:
SKITSEPROJEKT Marts 2009 KULTURBRO
Page 3 and 4:
ORGANISATIONSPLAN Bygherre : Foreni
Page 5 and 6:
Fase: Forslag 19. Marts 2007 Forsla
Page 7 and 8:
3 Forslag 3.1 Formål med forslag F
Page 9 and 10:
3.3 Lastkombinationer Fase: Forslag
Page 11 and 12:
3.4 Lastfastsættelse Fase: Forslag
Page 13 and 14:
Fase: Forslag 19. Marts 2007 Side:
Page 15 and 16:
Vandret masselast Fase: Forslag 19.
Page 17 and 18:
3.7.1 Fast fag 4,48 m Fase: Forslag
Page 19 and 20:
3.7.2 Fast fag 5,0 m Fase: Forslag
Page 21 and 22:
3.7.4 Klapfag 4,98 m Fase: Forslag
Page 23 and 24:
Type W pl [mm 3 ] IPE100 39,4*10 3
Page 25 and 26:
Page 27 and 28:
3.8.4 Belastninger af broklap ved
Page 29 and 30:
Klapfag 4,98m Klapfag 4,98m X-retni
Page 31 and 32:
3.9 Alternativ fastgørelse af stib
Page 33 and 34:
Page 35 and 36:
3.9.3 Klapfag 4,50 m Fase: Forslag
Page 37 and 38:
Page 39 and 40:
Page 41 and 42:
Figur 3.13 Skitse af forløb ved ma
Page 43 and 44:
TRAFIK & VEJE Postboks 219 Til Kurt
Page 45 and 46:
Længde/stigning på Ambulancevej A
Page 47 and 48:
Finansiering af anlæg I Toft-Niels
Page 49 and 50:
Bemærkninger fra Banedanmark Vedli
Page 51 and 52:
Oversigtskort - principper for stit
Page 53:
Sikkerhed :
Page 62 and 63:
Svigtsandsynligheder, sikkerhedskla
Page 64 and 65:
Uddrag af Rambølls notat Fase A3 v
Page 66 and 67:
Kollisionssandsynlighed 1,00E+00 1,
Page 68 and 69:
• Broens underbygning knuses loka
Page 70 and 71:
samt en deformation af overbygninge
Page 72 and 73:
System 2, inde på land, udformes s
Page 76:
I alt skibe = 3106 heraf lystfartø
Page 79 and 80:
Når der drejes til stilling 2, tæ
Page 81 and 82:
Med venlig hilsen Morten Larsen, pl
Page 83 and 84:
Montage af Kulturbro-Aalborg : Over
Page 85 and 86:
Dette foregår på samme måde som
Page 87 and 88:
Fremmede ledninger Vi har indhentet
Page 89 and 90:
SIGNATURFORKLARING: ADVARSLER: Bem
Page 91 and 92:
SIGNATURFORKLARING: ADVARSLER: Bem
Page 93 and 94:
1090 På sydsiden skal entreprenør
Page 95:
Jording i forbindelse med eventuel
Page 101 and 102:
3.11.4 Drift og vedligeholdelse 19.
Page 103 and 104:
Myndighedskontakter i øvrigt Der h
Page 105 and 106:
Farvandsvæsenet : ----- Original M
Page 107 and 108:
Toft-Nielsen A/S Att.: Jens Toft-Ni
Page 112 and 113:
Notat Projekt Jernbanebroen over Li
Page 114 and 115:
drager. Den ekstra last fordeles li
Page 116 and 117:
4.2 Komfortundersøgelser for faste
Page 118 and 119:
Desuden skal en del af gitterristen
Page 120 and 121:
På Jernbanebroen er der målt stø
Page 122 and 123:
13-2-2008 MR 86,4 13-2-2008 MR 88,2
Page 124 and 125:
Sammenfatning : Når der ikke komme
Page 126 and 127:
Cc: Niels-Henrik Jensen (NHJ) ; Pla
Page 128:
M7766 Lih 23.19 - Ab 23.23 M7789 Ab
Page 135 and 136:
Subject: VS: Åbningstider af klap
Page 141 and 142:
Budget pr. 1-3-2009, incl. moms : P
Page 143 and 144:
Længde Dimension stål Vægt pr. l
Page 145 and 146:
Internet: http://www.erasmus.dk E-M
Page 147 and 148:
Page 149 and 150:
Page 151 and 152:
Page 153 and 154:
Page 155 and 156:
Page 157 and 158:
Page 159 and 160:
Page 161 and 162:
Page 163 and 164:
Page 165 and 166:
Page 167 and 168:
Page 169 and 170:
Page 171 and 172:
Page 173 and 174:
Page 175 and 176:
Page 177 and 178:
Page 179 and 180:
Page 181 and 182:
Page 183 and 184:
Page 185 and 186:
Page 187 and 188:
Page 189 and 190:
Page 191 and 192:
Page 193 and 194:
Page 195 and 196:
Page 197 and 198:
Page 199 and 200:
Page 201 and 202:
Page 203 and 204:
Page 205 and 206: Internet: http://www.erasmus.dk E-M
Page 255: Internet: http://www.erasmus.dk E-M
Page 307 and 308:
Page 309 and 310:
Page 311 and 312:
Page 313 and 314:
Page 315 and 316:
Page 317 and 318:
Page 319 and 320:
Page 321 and 322:
Page 323 and 324:
Page 325 and 326:
Page 327 and 328:
Page 329 and 330:
Page 331 and 332:
Page 333 and 334:
Page 335 and 336:
Page 337 and 338:
Page 339 and 340:
Page 341 and 342:
Page 343 and 344:
Page 345 and 346:
Page 347 and 348:
Page 349 and 350:
Page 351 and 352:
Page 353 and 354:
Page 355 and 356:
Page 357 and 358:
Page 359 and 360:
Page 361 and 362:
Page 363 and 364:
Page 365 and 366:
Page 367 and 368:
Page 369 and 370:
Page 371 and 372:
Page 373 and 374:
Page 375 and 376:
Page 377 and 378:
Page 379 and 380:
Page 381 and 382:
Page 383 and 384:
Page 385 and 386:
Page 387 and 388:
Page 389 and 390:
Page 391 and 392:
Page 393 and 394:
Page 395 and 396:
Page 397 and 398:
Page 399 and 400:
Page 401 and 402:
Page 403 and 404:
Page 405 and 406:
Page 407 and 408:
Page 409 and 410:
Page 411 and 412:
Page 413 and 414:
Page 415 and 416:
Page 417 and 418:
Page 419 and 420:
Page 421 and 422:
Page 423 and 424:
Page 425 and 426:
Page 427 and 428:
Page 433 and 434:
Erasmus Partnere A/S 2008.11.14 22.
Page 435 and 436:
Page 437 and 438:
Page 439 and 440:
Erasmus : Detailopbygning af 180 cm
Page 443 and 444:
Project: By: Date: Checked: Descrip
Page 445 and 446:
Project: By: Date: Checked: Analysi
Page 447 and 448:
Project: By: Date: Checked: Reactio
Page 449 and 450:
Page 451 and 452:
Page 455 and 456:
Page 457 and 458:
Page 459 and 460:
Project: By: Date: Checked: Reactio
Page 461 and 462:
Page 463:
show all

SKITSEPROJEKT - LandCAD

Create successful ePaper yourself

Delete template?

Save as template?