SKITSEPROJEKT - LandCAD

More documents

Recommendations

Info

Internet: http://www.erasmus.dk E-Mail : info@erasmus.dk Job Number Job Title Client Calcs by Checked by Date m^2 m^2 m^2 m^4 m^4 m^4 Sheet 5324 Kulturbro-Aalborg - Bilag 2 Jens Toft-Nielsen 58 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 756.0E-6 0.000 0.000 188E-9 148E-9 6.82E-9 Steel:S275 Section : HE160B Section designation: HE160B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 5.430E-3 0.000 0.000 24.9E-6 8.89E-6 314E-9 Steel:S275 Section : NR50 Section designation: 60.3x3.2 O1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 574.0E-6 0.000 0.000 235E-9 235E-9 470E-9 Steel:S275 Section : HE180B Section designation: HE180B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 6.530E-3 0.000 0.000 38.3E-6 13.6E-6 423E-9 Steel:S275 Section : IPE180 Section designation: IPE180 I1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 2.390E-3 0.000 0.000 13.2E-6 1.01E-6 48.1E-9 Steel:S275 Section : IPE200 Section designation: IPE200 I1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 2.850E-3 0.000 0.000 19.4E-6 1.42E-6 70.2E-9 Steel:S275 Section : IPE220 Section designation: IPE220 I1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 3.340E-3 0.000 0.000 27.7E-6 2.05E-6 91.1E-9 Steel:S275 Section : DOBV2 Section designation: 80x80x8 A2 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 2.460E-3 0.000 0.000 1.44E-6 3.19E-6 58.2E-9 Steel:S275 Section : 75X150 Section designation: 75x150 RT ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 11.20E-3 0.000 0.000 21.1E-6 5.27E-6 14.5E-6 TræK30 ================================== MATERIALS ================================== Designation E poisson Density Exp. coeff. kPa kN/m^3 Steel:S275 162.7E6 0.30 77.01 12.00E-6 TræK30 12.00E6 0.20 5.00 5.400E-6 =============================== SUPPORT DATA ================================== Prescribed displacements Node Fixity X Y Z X-Rot Y-Rot Z-Rot m m m rad. rad. rad. 2 XYZ 0.00 0.00 0.00 0.00 0.00 0.00 9 XYZ 0.00 0.00 0.00 0.00 0.00 0.00 3 X Z 0.00 0.00 0.00 0.00 0.00 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 2 Jens Toft-Nielsen 59 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 10 X Z 0.00 0.00 0.00 0.00 0.00 0.00 Spring constants Node Fixity X Y Z X-Rot Y-Rot Z-Rot kN/m kN/m kN/m kNm/rad kNm/rad kNm/rad =================================== LOADS ===================================== Load Case Description DL Egenlast LL Trafiklast VL Vindlast Add own weight to load case : DONOTA ============================= LOAD CASE DL ================================ Egenlast *** BEAM ELEMENT LOADS *** Element Direction P a Wl Wr dT kN m kN/m kN/m °C 6-13 Y 0.00 0.00 -0.30 -0.30 0.00 5-18 Y 0.00 0.00 -0.30 -0.30 0.00 12-18 Y 0.00 0.00 -0.30 -0.30 0.00 5-18 Y 0.00 0.00 -0.50 -0.50 0.00 12-18 Y 0.00 0.00 -0.50 -0.50 0.00 ============================= LOAD CASE LL ================================ Trafiklast *** BEAM ELEMENT LOADS *** Element Direction P a Wl Wr dT kN m kN/m kN/m °C 6-13 Y 0.00 0.00 -3.00 -3.00 0.00 5-18 Y 0.00 0.00 -3.00 -3.00 0.00 12-18 Y 0.00 0.00 -3.00 -3.00 0.00 15-16 Y 0.00 0.00 -1.10 -1.10 0.00 16-17 Y 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 5-15 X 0.00 0.00 -1.42 -1.42 0.00 12-17 X 0.00 0.00 -1.42 -1.42 0.00 15-16 X 0.00 0.00 -1.42 -1.42 0.00 16-17 X 0.00 0.00 -1.42 -1.42 0.00 5-18 X 0.00 0.00 -1.76 -1.76 0.00 12-18 X 0.00 0.00 -1.76 -1.76 0.00 ============================= LOAD COMBINATIONS =============================== Load Comb Description C1.1A C1.1B C1.2A C1.2C C2.1A C2.1D C2.2A C2.3A C2.3D C2.4 NED NED1 ÅBNING
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:
Page 207 and 208:
Page 209 and 210:
Page 211 and 212:
Page 213 and 214:
Page 215 and 216:
Page 217 and 218:
Page 219 and 220:
Page 221 and 222:
Page 223 and 224:
Page 225 and 226:
Page 227 and 228:
Page 229 and 230:
Page 231 and 232:
Page 233 and 234:
Page 235 and 236:
Page 237 and 238:
Page 239 and 240:
Page 241 and 242:
Page 243 and 244:
Page 245 and 246:
Page 247 and 248:
Page 249 and 250:
Page 251 and 252:
Page 253 and 254:
Page 255 and 256:
Page 257 and 258:
Page 259 and 260:
Page 261 and 262:
Page 263 and 264:
Page 265 and 266:
Page 267 and 268:
Page 269 and 270:
Page 271 and 272:
Page 273 and 274:
Page 275 and 276:
Page 277 and 278:
Page 279 and 280:
Page 281 and 282:
Page 283 and 284:
Page 285 and 286:
Page 287 and 288:
Page 289 and 290:
Page 291 and 292:
Page 293 and 294:
Page 295 and 296:
Page 297 and 298:
Page 299 and 300:
Page 301 and 302:
Page 303 and 304:
Page 305 and 306:
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: Internet: http://www.erasmus.dk E-M
Page 375: Internet: http://www.erasmus.dk E-M
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

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?