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IHT400 Calculation

PDF Basic Manual for Calculation of the Estimated Human Exposure nite go jp en chem ghs risk consumer guidance ap1 e pdf PDF Instructions for calculating capital requirements for bank default fund

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Description

Uijeongbu Light Rail Transit Private Investment Construction Project

CALCULATION NOTE

45 – 70

Prepared by

2007/12/16

ECHAGUE

Checked by

2007/12/16

Approved by

2007/12/16

PRUVOST

Document No : DEC-D-L00-CMA-WC-412-0C

Signature

Revision: 00

2007/12/16

Subject of issue / Revision

First Issue

ECHAGUE

It is the responsibility of the addressee to destroy the previous edition or to indicate « Superseded »

Document No : DEC-D-L00-CMA-WC-412-0C

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CONTENTS 1

DESIGN ASSUMPTIONS

3 Bearings

LONGITUDINAL BENDING ANALYSIS

3 RESULTS

3 Camber

APPENDIXES

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All structures are sorted into structure codes based on their span length and alignment type

Within one structure code,

differences between structure types are only related to alignment adjustment

Please refer to drawing n°DEC-D-LOO-CMA-WA-04001 fo r complete list of all Structure codes

The most severe case has been taken into account to check the stress and deformation values

Uijeongbu Light Rail Project: fcm 45-70-45 code 62

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SECTION S0

Uijeongbu Light Rail Project: fcm 45-70-45 code 62

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ST1 Software description

ST1 is Finite elements Method software

It takes into account the phenomena specified below: •

actual construction stages: time variations of both topology and loading are considered

shrinkage of concrete and prestressing losses (instantaneous and long term losses)

including the different positions of the convoy

Main Input Data: •

material characteristics including time effects

geometry of the structure during the different stages of the erection

external loading Superimposed dead load Moving loads definition Temperature gradient Temperature linear variations Pier settlements Note: Moving load results are worked out through an influence-line analysis

Main Output Data: •

envelopes of all these results

ST1 conventions are as follows: MY = Bending Moment (kN

m) TZ = Shear Force (kN) N = Axial Force (KN) VZ = Stress at top fibre (kN/m²) WZ = Stress at bottom fibre (kN/m²) Normal stress >0 = compressive stress (kN/m²) Normal stress int CONV 41 'NORMAL SERVICE WLext' DIR LOC FX 0

-57 MY 0

0 2 XL 11

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0 4 XL 24

-57 MY 0

0 2 XL 11

0 3 XL 14

0 4 XL 24

14 FIN # #

-25 FZ 0

0 2 XL 11

0 3 XL 14

0 4 XL 24

-25 FZ 0

0 2 XL 11

0 3 XL 14

0 4 XL 24

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-5 FIN # #

4405 MX

5895 MX

9995 MX

9285 MX

0895 MX 0

384 MX 1

812 MX 2

781 MX 2

003 MX 3

003 MX 3

781 MX 2

812 MX 2

384 MX 1

0895 MX 0

9285 MX

9995 MX

5895 MX

4405 MX

29888 LOC

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4405 MX

5895 MX

9995 MX

9285 MX

0895 MX 0

384 MX 1

812 MX 2

781 MX 2

003 MX 3

003 MX 3

781 MX 2

812 MX 2

384 MX 1

0895 MX 0

9285 MX

9995 MX

5895 MX

4405 MX

P2 10mm' APPUI PIER1,PIER2 DZ

P3 10mm' APPUI PIER1,PIER3 DZ

P4 10mm' APPUI PIER1,PIER2 DZ

P3 10mm' APPUI PIER2,PIER3 DZ

P4 10mm' APPUI PIER2,PIER4 DZ

P4 10mm' APPUI PIER3,PIER4 DZ

P3 10mm' APPUI PIER1,PIER2,PIER3 DZ

P4 10mm'

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P4 10mm' APPUI PIER1,PIER3,PIER4 DZ

P4 10mm' APPUI PIER2,PIER3,PIER4 DZ

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0 ENV 25 1

0 ENV 10 1

0 ENV 25 1

0 ENV 10 1

3 ENV 30 1

0 ENV 50 1

0 ENV 25 1

0 ENV 10 1

3 ENV 11 1

0 ENV 50 1

0 ENV 25 1

0 ENV 10 1

3 ENV 40 1

0 ENV 50 1

0 ENV 25 1

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3 ENV 11 1

0 ENV 40 1

0 ENV 50 1

0 ENV 25 1

0 ENV 10 1

0 ENV 25 1

0 ENV 10 1

3 ENV 30 1

0 ENV 50 1

0 ENV 25 1

0 ENV 10 1

3 ENV 11 1

0 ENV 50 1

0 ENV 25 1

0 ENV 10 1

3 ENV 40 1

0 ENV 50 1

0 ENV 25 1

0 ENV 10 1

3 ENV 11 1

0 ENV 40 1

0 ENV 50 1

400 FIN

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0 ENV 25 1

0 ENV 10 2

0 ENV 25 1

0 ENV 10 2

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geo' NON PAGINE LISTER GEOM FIN # #

pre' NON PAGINE LISTER PREC TOUT LISTER CABLE TOUT LISTER CARA CABLE TOUT FIN #

rea' NON PAGINE RESU ETAT TOUT ENV TOUT COMB TOUT APPUI TOUT FIN #

sig' NON PAGINE RESU ETAT TOUT ENV TOUT COMB TOUT BARRE DECK CONTR FIN #

my' NON PAGINE RESU ENV TOUT COMB TOUT BARRE DECK EFFORT FIN #

dep' NON PAGINE RESU ETAT TOUT ENV TOUT COMB TOUT BARRE DECK DEPLA FIN

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Appendix 2: GEOMETRY & DATA MODELS

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Page 72/240

3D GLOBAL VIEW WITH TENDONS

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Appendix 3: ST1 OUTPUTS

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Page 95/240

Min Max Min Max Min Max

4 10955

0 12894

0 18847

0 12929

0 18901

My 4391

Min Max Min Max Min Max

0 18901

0 12967

0 18956

0 12941

0 18964

Min Max Min Max Min Max

0 13268

0 19271

0 15627

0 19259

0 15542

Min Max Min Max Min Max

0 15542

0 19352

0 15606

0 16988

0 15751

Min Max Min Max Min Max

0 15751

0 17161

0 15917

0 17339

0 16081

Min Max Min Max Min Max

0 16081

0 17399

0 16139

0 17486

0 16250

Document No : DEC-D-L00-CMA-WC-412-0C

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Max Min Max Min Max

0 19515

0 18168

0 19468

0 18121

Min Max Min Max Min Max

0 19925

0 21346

0 19852

0 21300

0 19798

Min Max Min Max Min Max

0 23222

0 21575

0 23192

0 21570

0 23195

Min Max Min Max Min Max

0 26492

0 24590

0 26449

0 24402

0 26270

2 10620

0 11032

Min Max Min Max Min Max

0 33953

0 27216

0 29371

0 27141

0 29320

3 12009

8 11107

Min Max Min Max Min Max

0 32590

0 30072

0 32500

0 29968

0 32414

7 10865

8 10582

4 10000

Min Max Min Max Min Max

0 35651

0 32513

0 35192

0 32267

0 34928

7 11137

4 10347

Min Max

0 35293

8 11370

Document No : DEC-D-L00-CMA-WC-412-0C

Page 97/240

Min Max Min Max

0 35071

0 32358

0 34950

5 10921

Min Max Min Max Min Max

0 35243

0 32479

0 35028

0 32456

0 34961

5 12255

1 11505

0 10176

Min Max Min Max Min Max

0 35371

0 32777

0 35250

0 32599

0 35070

5 12399

5 12182

0 11462

Min Max Min Max Min Max

0 38237

0 35302

0 37975

0 35124

0 37788

2 13405

2 12900

0 12266

Min Max Min Max Min Max

0 40910

0 38076

0 40954

0 38061

0 40951

0 14665

7 14897

2 14893

Min Max Min Max Min Max

0 43993

0 40815

0 43934

0 40661

0 43911

5 17732

9 17962

0 17209

Min Max Min Max Min Max

0 47283

0 46896

0 50531

0 46878

0 50514

8 18213

0 17875

0 17643

Min Max Min

0 50269

0 46348

0 17628

Document No : DEC-D-L00-CMA-WC-412-0C

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Max Min Max

0 46259

0 49981

Min Max Min Max Min Max

0 49902

0 46271

0 49996

0 46239

0 50020

0 13463

5 17381

Min Max Min Max Min Max

0 50232

0 46531

0 50230

0 41642

0 44875

2 17377

3 17614

9 17474

Min Max Min Max Min Max

0 44860

0 41555

0 44688

0 41391

0 44503

0 17470

1 17794

6 17176

Min Max Min Max Min Max

0 44107

0 40580

0 43721

0 40416

0 43564

3 14580

5 14464

5 13952

Min Max Min Max Min Max

0 43221

0 39574

0 42747

0 39336

0 42540

2 11490

7 10945

2 10437

Min Max Min Max Min Max

0 42252

0 38652

0 41877

0 38399

0 41646

Min Max Min Max

0 41380

0 37649

0 40936

Document No : DEC-D-L00-CMA-WC-412-0C

Page 99/240

Min Max

0 40615

Min Max Min Max Min Max

0 40454

0 36796

0 40095

0 36433

0 39762

Min Max Min Max Min Max

0 39881

0 35963

0 39331

0 35612

0 38952

Min Max Min Max Min Max

0 36038

0 32720

0 35820

0 32585

0 35643

Min Max Min Max Min Max

0 33044

0 30080

0 32879

0 29946

0 32681

2 10591

Min Max Min Max Min Max

0 30478

0 27628

0 30121

0 27448

0 29930

8 10347

8 10060

Min Max Min Max Min Max

0 27970

0 25470

0 27733

0 25268

0 27526

Min Max Min Max Min

0 26568

0 24277

0 26389

0 24131

2 10026

Document No : DEC-D-L00-CMA-WC-412-0C

Page 100/240

Min Max Min Max Min Max

0 25063

0 22907

0 24862

0 22720

0 24708

7 10018

7 10318

0 10374

Min Max Min Max Min Max

0 23538

0 21672

0 23539

0 21666

0 23526

0 10234

8 10235

8 10236

Min Max Min Max Min Max

0 24692

0 22720

0 24766

0 22876

0 24950

5 10376

9 10327

9 10020

Min Max Min Max Min Max

0 26105

0 24047

0 26278

0 24207

0 26465

9 10158

Min Max Min Max Min Max

0 27422

0 25223

0 27630

0 25455

0 27876

Min Max Min Max Min Max

0 29837

0 27379

0 30034

0 27715

0 30387

3 10201

Min Max Min Max Min Max

0 32592

0 29815

0 32781

0 29947

0 32950

2 10425

Document No : DEC-D-L00-CMA-WC-412-0C

Page 101/240

Min Max Min Max Min Max

0 35550

0 32443

0 35717

0 32655

0 35960

Min Max Min Max Min Max

0 38877

0 35676

0 39259

0 36222

0 39817

Min Max Min Max Min Max

0 39720

0 36541

0 40063

0 36889

0 40412

Min Max Min Max Min Max

0 40589

0 37424

0 40911

0 37890

0 41365

Min Max Min Max Min Max

0 41645

0 38469

0 41875

0 38848

0 42260

Min Max Min Max Min Max

0 42562

0 39425

0 42792

0 39897

0 43274

0 10084

9 10578

5 11124

Min Max Min Max Min Max

0 43631

0 40470

0 43804

0 40849

0 44197

7 13585

6 14104

2 14225

Document No : DEC-D-L00-CMA-WC-412-0C

Page 102/240

Min Max Min Max Min Max

0 44604

0 41496

0 44818

0 41546

0 44984

1 16821

3 17473

7 17133

Min Max Min Max Min Max

0 44997

0 46395

0 50307

0 46414

0 50324

7 17133

3 17233

0 17018

Min Max Min Max Min Max

0 50108

0 46136

0 50062

0 46072

0 49950

9 17018

0 13057

Min Max Min Max Min Max

0 49982

0 46227

0 50163

0 46280

0 50289

0 13253

0 17333

Min Max Min Max Min Max

0 50491

0 46560

0 50514

0 43593

0 47281

0 17330

8 17571

0 17915

Min Max Min Max Min Max

0 43970

0 40712

0 43998

0 40832

0 44087

0 16927

1 17694

2 17500

Min Max Min Max Min Max

0 41027

0 38000

0 41021

0 37961

0 40982

5 14643

9 14646

9 14390

Document No : DEC-D-L00-CMA-WC-412-0C

Page 103/240

Max Min Max Min Max

0 35227

0 38032

0 35481

0 38305

1 12575

7 13066

Min Max Min Max Min Max

0 35126

0 32705

0 35298

0 32834

0 35435

0 11115

6 11824

3 12004

Min Max Min Max Min Max

0 34995

0 32374

0 35042

0 32571

0 35262

1 11124

4 11899

Min Max Min Max Min Max

0 34943

0 32329

0 35051

0 32512

0 35270

7 10585

7 11050

Min Max Min Max Min Max

0 34879

0 32341

0 35135

0 32797

0 35598

2 10056

3 10855

Min Max Min Max Min Max

0 32358

0 29906

0 32442

0 30007

0 32526

9 10323

8 10616

Min Max Min Max Min Max

0 29252

0 27057

0 29301

0 27262

0 29481

5 10839

1 11712

Min Max

0 26201

1 10769

Document No : DEC-D-L00-CMA-WC-412-0C

Page 104/240

Min Max Min Max

0 26378

0 24482

0 26414

9 10366

Min Max Min Max Min Max

0 23119

0 23130

0 21407

0 23157

0 21435

Min Max Min Max Min Max

0 19652

0 21264

0 19703

0 21332

0 19774

Min Max Min Max Min Max

0 17976

0 19433

0 18024

0 19372

0 17947

Min Max Min Max Min Max

0 16134

0 17342

0 16045

0 17285

0 15994

Min Max Min Max Min Max

0 15994

0 17110

0 15833

0 16939

0 15669

Min Max Min Max Min Max

0 15669

0 19298

0 15527

0 19208

0 15467

Min Max Min

0 15467

0 19224

Document No : DEC-D-L00-CMA-WC-412-0C

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Max Min Max

0 19145

0 13186

Min Max Min Max Min Max

0 18982

0 13043

0 18981

0 13008

0 18928

Min Max Min Max Min Max Max

0 18928

0 12837

0 18802

8 10922

0 10922

Document No : DEC-D-L00-CMA-WC-412-0C

Page 106/240

Barre Abscisse 1 0

Min Max Min Max Min Max

Ctr VyVz 2792

Ctr WyVz 2792

Ctr VyWz

Ctr WyWz

Min Max Min Max Min Max

Min Max Min Max Min Max

Min Max Min Max Min Max

Min Max Min Max Min Max

Min Max Min Max Min Max

Document No : DEC-D-L00-CMA-WC-412-0C

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Max Min Max Min Max

Min Max Min Max Min Max

3 10145

0 10371

7 10150

4 10377

Min Max Min Max Min Max

5 11428

3 11716

5 11744

9 11433

6 11724

9 11751

Min Max Min Max Min Max

3 12975

3 13074

2 12663

7 12983

7 13084

6 12677

Min Max Min Max Min Max

7 14846

4 13269

3 12485

1 14861

9 13278

8 12495

Min Max Min Max Min Max

4 13778

5 13104

3 12318

9 13788

0 13103

8 12318