Страница 3: 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

-0.03134

-0.90297

-0.00265

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0.36319

-1.86930

0.00023

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1.86360

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0.00115

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3.36567

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0.00116

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4.86777

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5.57918

11.74863

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-9.15848

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0.00142

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-0.00180

-0.03183

Изгибающие моменты

Х10 кНм

Реактивное давление

Х10 кПа

Прогибы

сум. м

Прогибы

укр. м

Перерезывающие силы

Х10 кН

0.26040

-0.38201

-0.00534

-0.00533

1.04158

0.76989

-2.15565

-0.00723

-0.00714

-0.04520

0.98195

-1.29812

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0.87201

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0.69320

-1.28855

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0.48140

-1.21138

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-0.00773

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0.29686

-1.19784

-0.00810

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-0.12601

0.19119

-1.13003

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0.01795

0.22793

-1.06742

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-0.00876

0.23704

0.51228

-0.90971

-0.00919

-0.00914

0.64538

1.30143

-0.43042

-0.00749

-0.00947

1.62880

3.05943

0.00017

-0.01007

-0.01007

3.12900

6.18901

0.00212

-0.01020

-0.01020

4.63154

9.72262

-3.65763

-0.01863

-0.01824

1.74238

9.85594

-9.02119

-0.02822

-0.02676

-7.58305

0.68572

-14.31172

-0.03718

-0.03598

-23.25710

-24.13510

-19.52412

-0.05093

-0.04526

-45.18605

-57.55138

-24.04147

-0.06189

-0.05341

-20.03583

-78.35709

-26.60774

-0.06375

-0.05832

2.03488

-76.34206

-26.67384

-0.06739

-0.05884

24.02626

-51.62042

-24.35594

-0.06402

-0.05513

48.79912

-14.73800

-20.32813

-0.05491

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25.90536

12.51355

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8.39554

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18.36864

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-11.76518

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-15.94692

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-0.03678

11.97569

-32.82001

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26.14110

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13.52434

1.04906

-8.76633

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4.50475

6.39023

-5.97961

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6.00564

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0.01460

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3.09937

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-0.01014

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0.26113

0.00178

-0.00624

-0.00624

-1.54900

-1.28680

0.00471

-0.00229

-0.00229

-0.04334

Изгибающие моменты

Х10 кНм

Реактивное давление

Х10 кПа

Прогибы

сум. м

Прогибы

укр. м

Перерезывающие силы

Х10 кН

0.00841

-1.22129

-.0.00355

-0.00353

0.03445

-0.04581

-1.51753

-0.00397

-0.00393

-0.28658

-0.18977

-1.04215

-0.00396

-0.00394

-0.03716

-0.29783

-1.27847

-0.00425

-0.00422

-0.07132

-0.39173

-1.35374

-0.00449

-0.00446

-0.19581

-0.59293

-1.37173

-0.00471

-0.00466

-0.34188

-0.93298

-1.36560

-0.00490

-0.00486

-0.48061

-1.39240

-1.29498

-0.00506

-0.00502

-0.53458

-1.85713

-1.06882

-0.00515

-0.00512

-0.31717

-2.03201

-0.58786

-0.00516

-0.00514

0.47739

-1.37820

0.00020

-0.00513

-0.00513

1.97763

0.69981

0.00147

-0.00500

-0.00500

3.47939

4.07937

0.00202

-0.00575

-0.00575

4.98181

8.61664

-1.47977

-0.00950

-0.00941

4.70608

11.44113

-7.75176

-0.01564

-0.01487

-3.09602

5.53576

-13.78288

-0.02307

-0.02105

-18.13548

-13.54937

-20.28163

-0.03188

-0.02776

-40.97345

-43.07849

-25.88390

-0.04049

-0.03381

-18.03413

-62.03069

-28.94412

-0.04589

-0.03743

1.23291

-60.81403

-28.99821

-0.04619

-0.03766

20.43504

-39.45738

-25.92622

-0.04133

-0.03450

43.32358

-7.62431

-20.47792

-0.03347

-0.02910

20.25006

14.38629

-14.60943

-0.02584

-0.02343

4.21875

20.05743

-9.76384

-0.02000

-0.01875

-6.00386

15.17750

-6.02166

-0.01691

-0.01529

-11.72985

4.69940

-1.84960

-0.01325

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-12.44938

-10.40707

-10.70662

-0.01921

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-23.79732

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