Страница 6: РД 31.31.49-88. Д 31.31.49-88. Руководство по проектированию оснований под рельсовые пути кранов и перегружателей из сборных балок, уложенных на грунт (44691)

Изгибающие моменты

Х10 кНм

Реактивное давление

Х10 кПа

Прогибы

сум. м

Прогибы

укр. м

Перерезывающие силы

Х10 кН

0.39901

0.08304

0.07649

0.07646

1.59965

1.68410

-0.96849

-0.00674

-0.00671

1.93746

3.90002

-0.04029

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3.38911

7.30134

0.00038

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-0.00662

4.88957

12.19101

0.00072

-0.00702

-0.00702

6.39043

18.58139

0.00066

-0.00810

-0.00810

7.89123

26.47246

0.00010

-0.01022

-0.01022

9.39135

35.43785

-1.49172

-0.01382

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9.18769

43.78989

-4.20518

-0.01966

-0.01919

5.64147

48.13956

-8.51120

-0.02339

-0.02701

-3.07197

43.19139

-14.76511

-0.04102

-0.03757

-19.29008

21.41536

-23.05156

-0.05310

-0.05046

-45.45197

-11.88946

-26.31105

-0.06798

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-23.02524

-36.02264

-30.00417

-0.07657

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-5.03024

-40.03964

-26.62666

-0.06981

-0.05921

17.01776

-21.81818

-22.61427

-0.06040

-0.05261

43.88063

10.43219

-17.63173

-0.04959

-0.04460

24.22255

36.02017

-13.08032

-0.04032

-0.03732

10.02617

47.05225

-9.72720

-0.03381

-0.03193

-0.14647

47.32942

-8.31527

-0.03072

-0.02926

-8.62479

38.61974

-8.59846

-0.03060

-0.02905

-17.44293

20.58824

-10.56056

-0.03320

-0.03120

-28.61560

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-14.96544

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-15.91758

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-0.04410

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94.2825

-5.30232

-14.30658

-0.03754

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23.76036

11.42423

-12.75256

-0.03286

-0.03047

9.95729

22.74759

-8.19855

-0.02488

-0.02372

1.61903

25.32495

-5.00441

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23.10677

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18.78438

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2.23316

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1.41004

-0.75759

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-0.00622

-0.17685

1.13761

-1.07744

-0.00606

-0.00603

0.03023

Изгибающие моменты

Х10 кНм

Реактивное давление

Х10 кПа

Прогибы

сум. м

Прогибы

укр. м

Перерезывающие силы

Х10 кН

-1.67877

-6.84589

-0.00737

-0.00705

-6.71506

-6.31115

0.09636

0.05213

0.05209

-5.09943

-11.41638

0.07703

0.04112

0.04110

-3.50699

-14.92363

0.05947

0.03074

0.03073

-1.93563

-16.86903

0.04354

0.02120

0.02119

-0.38338

-17.25667

0.02928

0.01259

0.01259

1.15175

-16.10884

0.01624

0.00494

0.00494

2.67124

-10.78467

8.85933

-0.00193

-0.00182

14.80243

1.11044

-0.83147

-0.00796

-0.00792

15.30434

14.59951

-6.88257

-0.01471

-0.01407

8.54526

21.20030

-13.36415

-0.02303

-0.02107

-5.99171

13.32745

-19.63452

-0.03352

-0.02932

-28.05313

-8.55906

-42.82912

-0.06425

-0.04671

-25.44807

-29.91628

-29.19292

-0.04877

-0.03969

-6.47958

-36.04761

-28.03195

-0.04537

-0.03727

13.88206

-20.89795

-23.80652

-0.03858

-0.03273

39.31424

7.04503

-17.96065

-0.03043

-0.02695

19.26146

27.98160

-12.37695

-0.02350

-0.02165

5.90912

35.04538

-8.52800

-0.01897

-0.01794

-2.82448

32.69057

-6.96238

-0.01693

-0.01618

-9.67934

22.78954

-7.70142

-0.01712

-0.01628

-17.42104

4.73372

-9.81781

-0.01879

-0.01761

-27.70241

-16.19775

-12.24845

-0.02096

-0.01932

-10.90054

-27.28394

-12.86691

-0.02183

-0.02004

5.15916

-20.44331

-7.26195

-0.02008

-0.01915

27.94482

-3.84349

-45.07341

-0.05708

-0.04068

5.35072

6.85176

-2.26160

-0.01450

-0.01429

4.13680

10.33173

-4.45175

-0.01169

-0.01135

0.29471

11.07157

-2.96865

-0.00922

-0.00904

-1.76768

9.66327

-1.77016

-0.00738

-0.00730

-2.39187

7.48715

-1.05095

-0.00615

-0.00611

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5.36548

-0.94619

-0.00546

-0.00543

-1.78843

3.63861

-0.74103

-0.00492

-0.00490

-1.17766

2.40216

-0.93624

-0.00468

-0.00466

-0.80115

1.57112

-1.03671

-0.00449

-0.00446

-0.54521

0.93703

-1.33290

-0.00437

-0.00434

-0.64468

0.40936

-0.94048

-0.00394

-0.00392

-0.27325

0.11290

-1.02176

-0.00365

-0.00362

0.00123

Изгибающие моменты

Х10 кНм

Реактивное давление

Х10 кПа

Прогибы

сум. м

Прогибы

укр. м

Перерезывающие силы

Х10 кН

-0.62156

-2.21458

-0.00491

-0.00486

-2.48624

-2.11078

0.00101

-0.00241

-0.00241

-0.98442

-2.87740

0.48501

-0.00304

-0.00303

1.38860

-1.68369

0.05193

-0.00359

-0.00359

2.98207

1.28978

0.03283

-0.00400

-0.00400

4.54116

5.81621

0.00009

-0.00444

-0.00444

6.04133

11.85750

0.00003

-0.00521

-0.00521

7.54137

19.21526

-0.40799

-0.00661

-0.00660

8.30698

26.98199

-1.60851

-0.00912

-0.00905

6.91166

32.83183

-3.96807

-0.01323

-0.01299

1.26914

32.37375

-7.80631

-0.01938

-0.01869

-11.28221

18.54851

-13.45742

-0.02798

-0.02626

-34.00572

-6.82407

-23.43942

-0.04051

-0.03616

-22.19667

-28.09187

-21.37523

-0.03976

-0.03587

-6.67207

-33.88698

-19.42647

-0.03709

-0.03379

12.36029

-19.98256

-15.99507

-0.03204

-0.02969

37.56918

6.46920

-11.53347

-0.02571

-0.02435

18.30894

26.52034

-7.66212

-0.02019

-0.01949

6.01714

33.66338

-5.16005

-0.01650

-0.01611

-1.77096

32.29497

-4.26548

-0.01493

-0.01463

-7.94881

24.07776

-4.86229

-0.01531

-0.01497

-15.20093

8.10064

-6.58687

-0.01717

-0.01665

-25.55730

-10.89963

-8.68260

-0.01958

-0.01880

-9.68597

-21.17772

-9.99895

-0.02124

-0.02026

3.81592

-16.96680

-9.12054

-0.02136

-0.02047

18.89896

-3.52039

-21.23759

-0.03152

-0.02845

12.17130

8.52026

-4.86052

-0.01532

-0.01498

4.92237

13.97339

-3.68136

-0.01163

-0.01143

-20.20409

14.44397

-2.18187

-0.00884

-0.00875

-2.63145

12.21808

-1.28045

-0.00694

-0.00690

-3.43626

9.06977

-0.64094

-0.00559

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-3.08996

6.06737

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-2.39396

3.68330

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-1.63934

2.03227

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0.99428

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0.45638

-0.66449

-0.00382

-0.00381

-0.16138

0.27533

-0.68750

-0.00367

-0.00366

0.10113

?

-6.82436

-0.00356

-0.00354

0.00839