Страница 4: 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

0.01801

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Изгибающие моменты

Х10 кНм

Реактивное давление

Х10 кПа

Прогибы

сум. м

Прогибы

укр. м

Перерезывающие силы

Х10 кН

0.06396

-1.03680

-0.00441

-0.00439

0.25584

0.14363

-1.62404

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-0.89929

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0.48966

-0.26038

-0.27062

-0.00696

-0.00695

1.66492

1.48590

0.00060

-0.00712

-0.00712

3.16564

4.65184

0.00160

-0.00777

-0.00777

4.66756

8.65318

-2.21925

-0.01262

-0.01250

3.50446

10.52201

-7.67126

-0.01930

-0.01866

-4.20104

4.61321

-13.36374

0.02709

-0.02553

-18.73752

-15.99631

-19.60373

-0.03571

-0.03269

-40.76199

-45.44321

-25.63670

-0.04400

-0.03914

-17.52605

-64.02440

-29.15379

-0.04918

-0.04300

1.48940

-62.54538

-29.18842

-0.04954

-0.04331

20.46329

-41.05247

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43.55576

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0.71382

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11.53325

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4.42136

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0.84667

0.76532

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-1.53639

-0.91874

0.00283

-0.00303

-0.00303

-0.03500

Изгибающие моменты

Х10 кНм

Реактивное давление

Х10 кПа

Прогибы

сум. м

Прогибы

укр. м

Перерезывающие силы

Х10 кН

-0.04645

-1.4048

-0.00273

-0.00271

-0.18581

-0.17865

-1.22612

-0.00288

-0.00286

-0.15715

-0.27879

-1.03610

-0.00297

-0.00295

0.09953

-0.25661

-1.29392

-0.00321

-0.00319

0.04682

-0.23030

-1.36230

-0.00340

-0.00337

-0.08793

-0.33500

-1.41818

-0.00357

-0.00355

-0.28975

-0.62640

-1.42399

-0.00373

-0.00370

-0.49854

-1.10010

-1.34091

-0.00385

-0.00382

-0.60764

-1.65361

-1.17715

-0.00393

-0.00391

-0.52021

-2.00901

-0.61112

-0.00390

-0.00388

0.24644

-1.57913

0.00036

-0.00378

-0.00378

1.74687

0.16815

0.00174

-0.00360

-0.00360

3.24895

3.41704

0.00153

-0.00442

-0.00442

4.75078

8.05686

-0.36836

-0.00656

-0.00655

5.30875

11.94160

-6.78174

-0.01099

-0.01063

-0.82934

9.23637

-13.03480

-0.01639

-0.01536

-14.97110

-7.91166

-20.29103

-0.02297

-0.02072

-37.82034

-34.60826

-26.96184

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-0.02573

-16.17456

-51.91739

-30.74377

-0.03377

-0.02876

0.93291

-50.96753

-30.68721

-0.03389

-0.02888

18.10825

-31.71080

-26.85884

-0.03003

-0.02614

39.87764

-3.03181

-20.43756

-0.02402

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16.85257

15.79406

-13.85988

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-0.01705

1.72072

19.17747

-8.31813

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13.73308

-3.92948

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4.36725

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-8.70847

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