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Page 1: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Steel Table ตารางเหล็ก / เหล็กรูปพรรณ

Page 2: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy
Page 3: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

nr

=M

odulu

s of S

ectio

nZ

=A

=Se

ction

al A

rea

Nomi

nal

Secti

onal

Size

HB

t1t2

ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

286

912

302

1834

2836

449

8,000

15,70

037

6.56

10,90

01,0

40

Weig

ht

ตารางที่

ก. 1

Wide

Flan

ge Sh

ape

ASTM

Stan

dard

s, A

STM

A6 :

1997 M

odulu

s of S

ectio

nSe

ction

al Di

mens

ion

Mom

ent o

f Ine

rtia

Radiu

s of G

yrati

on

AI

CI

243

900

300

1628

2830

9.841

1,000

12,60

036

.46.3

99,1

4084

321

389

029

915

2328

270.9

345,0

0010

,300

35.7

6.16

7,760

688

241

808

302

1630

2830

7.633

9,000

13,80

033

.26.7

8,400

915

210

800

300

1426

2826

7.429

2,000

11,70

033

6.62

7,290

782

191

792

300

1422

2824

3.425

4,000

9,930

32.3

6.39

6,410

662

215

708

302

1528

2827

3.623

7,000

12,90

029

.46.8

66,7

0085

318

570

030

013

2428

235.5

201,0

0010

,800

29.3

6.78

5,760

722

166

692

300

1320

2821

1.517

2,000

9,020

28.6

6.53

4,980

602

175

594

302

1423

2822

2.413

7,000

10,60

024

.96.9

4,620

701

151

588

300

1220

2819

2.511

8,000

9,020

24.8

6.85

4,020

601

137

582

300

1217

281,7

4510

3,000

7,670

24.3

6.63

3,530

511

134

612

202

1323

2210

7.710

3,300

3,180

24.6

4.31

3,380

314

120

606

201

1220

2215

2.590

,400

2,720

24.3

4.22

2,980

271

106

600

200

1117

2213

4.477

,600

2,280

244.1

22,5

9022

894

.659

619

910

1522

120.5

68,70

01,9

8023

.94.0

52,3

1019

9

900 x

300

600 x

200

600 x

300

700 x

300

800 x

300

AI

CI

Page 4: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Nomi

nal

Secti

onal

Size

HB

t1t2

ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

128

488

300

1118

2616

3.571

,000

8,110

20.8

7.04

2,190

541

114

482

300

1115

2614

5.560

,400

6,760

20.4

6.82

2,500

451

103

506

201

1119

2013

1.356

,500

2,580

20.7

4.43

2,230

257

89.6

500

200

1016

2011

4.247

,800

2,140

20.5

4.33

1,910

214

79.5

496

199

914

2010

1.341

,900

1,840

20.3

4.27

1,690

185

124

440

300

1118

2415

7.456

.18,1

1018

.97.1

82,5

5054

110

643

429

910

1524

135

46,80

06,6

9018

.67.0

42,1

6044

876

450

200

914

1896

.7633

,500

1,870

18.6

4.41,4

9018

766

244

619

98

1218

843

2870

015

8018

543

312

9015

9

Weig

htSe

ction

al Di

mens

ion

Mom

ent o

f Ine

rtia

Radiu

s of G

yrati

on

450 x

300

450 x

200

500 x

300

500 x

200

Mod

ulus o

f Sec

tion

ตารางที่

ก. 1

(ตอ)

Wide

Flan

ge S

hape

ASTM

Stan

dard

s, A

STM

A6 :

1997

66.2

446

199

812

1884

.328

,700

1,580

18.5

4.33

1,290

159

605

498

432

4570

2277

0.129

8,000

94,40

019

.711

.112

,000

4,370

415

458

417

3050

2252

8.618

7,000

60,50

018

.810

.78,1

702,9

0028

342

840

720

3522

360.7

119,0

0039

,400

18.2

10.4

5,570

1,930

232

414

405

1828

2229

5.492

,800

31,00

017

.710

.24,4

801,5

3020

040

640

316

2422

254.9

78,00

026

,200

17.5

10.1

3,840

1,300

197

400

408

2121

2225

0.770

,900

23,80

016

.89.7

53,5

401,1

7017

240

040

013

2122

218.7

66,60

022

,400

17.5

10.1

3,330

1,120

168

394

405

1818

2221

4.459

,700

20,00

016

.79.6

53,0

3098

514

739

439

811

1822

186.8

56,10

018

,900

17.3

10.1

2,850

951

140

388

402

1515

2217

8.549

,000

16,30

016

.69.5

42,5

2080

910

739

030

010

1622

136

38,70

07,2

1016

.97.2

81,9

8048

194

.338

629

99

1422

120.1

33,70

06,2

4016

.77.2

11,7

4041

866

400

200

813

1684

.1223

,700

1,740

16.8

4.54

1,190

174

56.6

396

199

711

1672

.1620

,000

1,450

16.7

4.48

1,010

145

400 x

400

400 x

300

400 x

200

Page 5: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Nomi

nal

Secti

onal

Size

HB

t1t2

ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

159

356

352

1422

2020

247

,600

16,00

015

.38.9

2,670

909

156

350

357

1919

2019

8.442

,800

14,40

014

.78.5

32,4

5080

913

735

035

012

1920

173.9

40,30

013

,600

15.2

8.84

2,300

776

131

344

354

1616

2016

6.635

,300

11,80

014

.68.4

32,0

5066

911

534

434

810

1620

146

33,30

011

,200

15.1

8.78

1,940

646

106

338

351

1313

2013

5.328

,200

9,380

14.4

8.33

1,670

534

79.7

340

250

914

2010

1.521

,700

3,650

14.6

61,2

8029

269

.233

624

98

1220

88.15

18,50

03,0

9014

.55.9

21,1

0024

849

635

017

57

1114

6314

1360

098

414

739

577

511

2

Mod

ulus o

f Sec

tion

ตารางที่

ก. 1

(ตอ)

Wide

Flan

ge Sh

ape

Weig

htSe

ction

al Di

mens

ion

Mom

ent o

f Ine

rtia

Radiu

s of G

yrati

on

350 x

250

350 x

350

ASTM

Stan

dard

s, A

STM

A6 :

1997

49.6

350

175

711

1463

.1413

,600

984

14.7

3.95

775

112

41.4

346

174

69

1452

.6811

,100

792

14.5

3.88

641

9110

630

430

111

1718

134.8

23,40

07,7

3013

.27.5

71,5

4051

410

630

030

515

1518

134.8

21,50

07,1

0012

.67.2

61,4

4046

694

300

300

1015

1811

9.820

,400

6,750

13.1

7.51

1,360

450

8729

829

99

1418

110.8

18,80

06,2

4013

7.51

1,270

417

84.5

294

302

1212

1810

7.716

,900

5,520

12.5

7.16

1,150

365

65.4

298

201

914

1883

.3613

,300

1,900

12.6

4.77

893

189

56.8

294

200

812

1872

.3811

,300

1,600

12.5

4.71

771

160

36.7

300

150

6.59

1346

.787,1

2050

812

.43.2

948

167

.732

298

149

5.58

1340

.86,3

2044

212

.43.2

942

459

.382

.225

025

514

1416

104.7

11,50

03,8

8010

.56.0

991

930

472

.425

025

09

1416

92.18

10,80

03,6

5010

.86.2

986

729

266

.524

824

98

1316

84.7

9,930

3,350

10.8

6.29

801

269

64.4

244

252

1111

1682

.068,7

902,9

4010

.35.9

872

023

325

0 x 17

544

.124

417

57

1116

56.24

6,120

984

10.4

4.18

502

113

300 x

300

350 x

175

250 x

250

300 x

200

300 x

150

Page 6: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Nomi

nal

Secti

onal

Size

HB

t1t2

ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

29.6

250

125

69

1237

.664,0

5029

410

.42.7

932

447

25.7

248

124

58

1232

.683,5

4025

510

.42.7

928

541

.165

.720

820

210

1613

83.69

6,530

2,200

8.83

5.13

628

218

56.2

200

204

1212

1371

.534,9

801,7

008.3

54.8

849

816

749

.920

020

08

1213

63.53

4,720

1,600

8.62

5.02

472

160

200 x

150

30.6

194

150

69

1339

.012,6

9050

78.3

3.61

277

67.6

21.3

200

100

5.58

1127

.161,8

4013

48.2

42.2

218

426

.818

.219

899

4.57

1123

.181,5

8011

48.2

62.2

116

023

175

175

402

175

175

7511

1251

2128

8098

475

438

330

112

ตารางที่

ก. 1

(ตอ)

Wide

Flan

ge Sh

ape

Weig

htSe

ction

al Di

mens

ion

Mod

ulus o

f Sec

tion

ASTM

Stan

dard

s, A

STM

A6 :

1997

Mom

ent o

f Ine

rtia

200 x

100

250 x

125

200 x

200

Radiu

s of G

yrati

on

175 x

175

40.2

175

175

7.511

1251

.212,8

8098

47.5

4.38

330

112

175 x

125

23.3

169

125

5.58

1229

.651,5

3026

17.1

82.9

718

141

.817

5 x 90

18.1

175

905

89

23.04

1,210

97.5

7.26

2.06

139

21.7

150 x

150

31.5

150

150

710

1140

.141,6

4056

36.3

93.7

521

975

.115

0 x 10

021

.114

810

06

911

26.84

1,020

151

6.17

2.37

138

30.1

150 x

7514

150

755

78

17.85

666

49.5

6.11

1.66

88.8

13.2

125 x

125

23.8

125

125

6.59

1030

.3184

729

35.2

93.1

113

647

125 x

6013

.212

560

68

916

.8441

329

.24.9

51.3

266

.19.7

310

0 x 10

017

.210

010

06

810

21.9

383

134

4.18

2.47

76.5

26.7

100 x

509.3

100

505

78

11.85

187

14.8

3.98

1.12

37.5

5.91

Page 7: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

nr

=M

odulu

s of S

ectio

nZ

=A

=Se

ction

al A

rea

Nomi

nal

Secti

onal

Size

HB

t1t2

ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

100 x

5093

100

505

78

1185

187

148

398

112

375

591

Weig

htSe

ction

al Di

mens

ion

Mom

ent o

f Ine

rtia

Radiu

s of G

yrati

on

(Gra

de SM

400,

SM49

0, SM

520,

SS40

0, SS

490 o

r SS5

40)

ตารางที่

ก. 2

H-Se

ction

s(T

IS 12

27 : 1

996 /

JIS G

3192

: 199

0) Mod

ulus o

f Sec

tion

AI

CI

100 x

509.3

100

505

78

11.85

187

14.8

3.98

1.12

37.5

5.91

100 x

100

17.2

100

100

68

1021

.938

313

44.2

2.47

7727

125 x

6013

.212

560

68

916

.8441

329

.24.9

51.3

266

.19.7

3

125 x

125

23.8

125

125

6.59

1030

.3184

729

35.3

3.11

136

47

150 x

100

21.1

148

100

69

1126

.841,0

2015

16.2

2.37

138

30

150 x

7514

150

755

78

17.85

666

49.5

6.11

1.66

88.8

13.2

150 x

150

31.5

150

150

710

1140

.141,6

4056

36.4

3.75

219

75

175 x

9018

.117

590

58

923

.0412

1097

.57.2

62.0

613

921

.7

175 x

175

40.2

175

175

7.511

1251

.212,8

8098

47.5

4.38

330

112

*18.2

198

994.5

711

23.18

1,580

114

8.32.2

116

023

21.3

200

100

5.58

1127

.161,8

4013

48.2

2.22

184

27

200 x

150

30.6

194

150

69

1339

.012,6

9050

78.3

3.61

277

6849

.920

020

08

1213

63.53

4,720

1,600

8.65.0

247

216

0*5

6.220

020

412

1213

71.53

4,980

1,700

8.44.8

849

816

7*6

5.720

820

210

1613

83.69

6,530

2,200

8.85.1

362

821

8*2

5.724

812

45

812

32.68

3,540

255

10.4

2.79

285

4129

.625

012

56

912

37.66

4,050

294

10.4

2.79

324

47

200 x

100

200 x

200

250 x

125

AI

CI

Page 8: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Nomi

nal

Secti

onal

Size

HB

t1t2

ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

250 x

175

44.1

244

175

711

166.2

46,1

2098

410

.44.1

850

211

3*6

4.424

425

211

1116

82.06

8,790

2,940

10.3

5.98

720

233

*66.5

248

249

813

1684

.079,9

303,3

5010

.86.2

980

126

972

.425

025

09

1416

92.18

10,80

03,6

5010

.86.2

986

729

2*8

2.225

025

514

1416

104.7

11,50

03,8

8010

.56.0

991

930

4*3

2.029

814

95.5

813

40.8

6,320

442

12.4

3.29

424

5936

.730

015

06.5

913

46.78

7,210

508

12.4

3.29

481

6856

.829

420

08

1218

72.38

11,30

01,6

0012

.54.7

177

116

0*6

5429

820

19

1418

8336

1330

019

0012

647

789

318

9

250 x

250

300 x

150

300 x

200

Mom

ent o

f Ine

rtia

ตารางที่

ก. 2

(ตอ)

H-Se

ction

s(T

IS 12

27 : 1

996 /

JIS G

3192

: 199

0) Se

ction

al Di

mens

ion

Radiu

s of G

yrati

onM

odulu

s of S

ectio

nW

eight

*65.4

298

201

914

1883

.3613

,300

1,900

12.6

4.77

893

189

*84.5

294

302

1212

1810

7.716

,900

5,520

12.5

7.16

1,150

365

*87.0

298

299

914

1811

0.818

,800

6,240

137.5

11,2

7041

794

300

300

1015

1811

9.820

,400

6,750

13.1

7.51

1,360

450

*106

.030

030

515

1518

134.8

21,50

07,1

0012

.67.2

61,4

4046

6*1

06.0

304

301

1117

1813

4.823

,400

7,730

13.2

7.57

1,540

514

*41.4

346

174

69

1452

.6811

,100

792

14.5

3.88

641

9149

.635

017

57

1114

53.14

13,60

098

414

.73.9

577

511

2*5

7.835

417

68

1314

73.68

16,10

01,1

8014

.84.0

190

913

4*6

9.233

624

98

1220

88.15

18,50

03,0

9014

.55.9

21,1

0024

879

.734

025

09

1420

101.5

21,70

03,6

5014

.66

1,280

292

*106

.033

835

113

2013

5.328

,200

9,380

14.4

8.33

1,670

534

534

*115

.034

434

816

2014

633

,300

11,20

015

.18.7

81,9

4046

464

6*1

31.0

344

354

1620

166.6

35,30

011

,800

14.6

8.43

2,050

669

669

137

350

350

1920

173.9

40,30

013

,600

15.2

8.84

2,300

776

776

*156

.035

035

719

2019

8.442

,800

14,40

014

.78.5

32,4

5080

980

9

300 x

300

350 x

175

350 x

250

350 x

350

Page 9: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Nomi

nal

Secti

onal

Size

HB

t1t2

ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

*56.6

396

199

711

1672

.1620

,000

1,450

16.7

4.48

1,010

145

6640

020

08

1316

84.12

23,70

01,7

4016

.84.5

41,1

9017

4*7

5.540

420

19

1516

96.16

27,50

02,0

3016

.94.6

1,360

202

*94.3

386

299

914

2212

0.133

,700

6,240

16.7

7.21

1,740

418

107

390

300

1016

2213

638

,700

7,210

16.9

7.28

1,980

481

*140

.038

840

215

1522

178.5

49,00

016

,300

16.6

9.54

2,520

809

*147

.039

439

811

1822

186.8

56,10

018

,900

17.3

10.1

2,850

951

*168

.039

440

518

1822

214.4

59,70

020

,000

16.7

9.65

3,030

985

172

400

400

1321

2221

8766

600

2240

017

510

133

3011

2040

0 x 40

0

400 x

200

400 x

300

Mod

ulus o

f Sec

tion

ตารางที่

ก. 2

(ตอ)

H-Se

ction

s(T

IS 12

27 : 1

996 /

JIS G

3192

: 199

0)

Weig

htSe

ction

al Di

mens

ion

Mom

ent o

f Ine

rtia

Radiu

s of G

yrati

on

172

400

400

1321

2221

8.766

,600

22,40

017

.510

.13,3

301,1

20*1

97.0

400

408

2121

2225

0.770

,900

23,80

016

.89.7

53,5

401,1

70*2

32.0

414

405

1828

2229

5.492

,800

31,00

017

.710

.24,4

801,5

30*6

6.244

619

98

1218

84.3

28,70

01,5

8018

.54.3

31,2

9015

976

450

200

914

1896

.7633

,500

1,870

18.6

4.41,4

9018

7*8

8.945

620

110

1718

113.3

40,40

02,3

1018

.94.5

11,7

7023

0*1

06.0

434

299

1015

2413

546

,800

6,690

18.6

7.04

2,160

448

124

440

300

1118

2415

7.456

,100

8,110

18.9

7.18

2,550

541

*145

.044

630

213

2124

184.3

66,40

09,6

6019

7.24

2,980

639

*79.5

496

199

914

2010

1.341

,900

1,840

20.3

4.27

1,690

185

89.6

500

200

1016

2011

4.247

,800

2,140

20.5

4.33

1,910

214

*103

.050

620

111

1920

131.3

56,50

02,5

8020

.74.3

32,2

3025

7*1

14.0

482

300

1115

2614

5.560

,400

6,760

20.4

6.82

2,500

451

128

488

300

1118

2616

3.571

,000

8,110

20.8

7.04

2,910

541

*150

.049

430

213

2126

191.4

83,80

09,6

6020

.97.1

3,390

640

450 x

200

450 x

300

500 x

200

500 x

300

Page 10: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Nomi

nal

Secti

onal

Size

HB

t1t2

ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

*94.6

596

199

1015

2212

0.568

,700

1,980

23.9

4.05

2,310

199

106

600

200

1117

2213

4.477

,600

2,280

244.1

22,5

9022

8*1

20.0

606

201

1220

2215

2.590

,400

2,720

24.3

4.22

2,980

271

*134

.061

220

213

2322

170.7

103,0

003,1

8024

.64.3

13,3

8031

4*1

37.0

582

300

1217

2817

4.510

3,000

7,670

24.3

6.63

3,530

511

151

588

300

1220

2819

2.511

8,000

9,020

24.8

6.85

4,020

601

*175

.059

430

212

2328

222.4

137,0

0010

,600

24.9

6.94,6

2070

1*1

66.0

692

300

1320

2821

1.517

2,000

9,020

28.6

6.53

4,980

602

185

700

300

1324

2823

5520

1000

1080

029

367

857

6072

2

600 x

200

600 x

300

700 x

300

Mod

ulus o

f Sec

tion

Weig

htSe

ction

al Di

mens

ion

Mom

ent o

f Ine

rtia

Radiu

s of G

yrati

on

ตารางที่

ก. 2

(ตอ)

H-Se

ction

s(T

IS 12

27 : 1

996 /

JIS G

3192

: 199

0)

185

700

300

1324

2823

5.520

1,000

10,80

029

.36.7

85,7

6072

2*1

91.0

792

300

1422

2824

3.425

4,000

9,930

32.3

6.39

6,410

662

210

800

300

1426

2826

7.429

2,000

11,70

033

6.62

7,290

782

900 x

300

243

900

300

1628

2830

9.841

1000

1260

036

.46.3

991

4084

3

800 x

300

Page 11: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

nr

=M

odulu

s of S

ectio

nZ

=A

=Se

ction

al A

rea

Secti

onal

H x B

t1t2

r1r2

Area

Ix

Iy

rx

ryZx

Zy

mmmm

mmmm

mm(cm

2 )kg

/m(cm

4 )(cm

4 )cm

cm(cm

3 )(cm

3 )10

0 x 75

58

73.5

16.43

12.9

281

47.3

4.14

1.756

.212

.6

ตารางที่

ก. 3

I-Sec

tions

(TIS

1227

: 199

6 / JI

S G31

92 : 1

990)

Secti

onal

Dime

nsion

M

omen

t of I

nerti

aRa

dius o

f Gyr

ation

Mod

ulus o

f Sec

tion

Weig

ht

(Gra

de SM

400,

SM49

0, SM

520,

SS40

0, SS

490 o

r SS5

40)

Y

AI

CI

100 x

7512

5 x 75

5.59.5

94.5

20.45

16.1

538

57.5

5.13

1.68

8615

.3

150 x

755.5

9.59

4.521

.8317

.181

957

.56.1

21.6

210

915

.3

150 x

125

8.514

136.5

46.15

36.2

1760

385

6.18

2.89

235

61.6

180 x

100

610

105

30.06

23.6

1670

138

7.45

2.14

186

27.5

200 x

100

710

105

33.06

262,1

7013

88.1

12.0

521

727

.7

200 x

150

916

157.5

64.16

50.4

4,460

753

8.34

3.43

446

100

7.512

.512

648

.7938

.35,1

8033

710

.32.6

341

453

.910

1921

10.5

70.73

55.5

7,310

538

10.2

2.76

585

868

1312

661

.5848

.39,4

8058

812

.43.0

963

278

.410

18.5

199.5

83.47

65.5

12,70

088

612

.33.2

684

911

811

.522

2311

.597

.8876

.814

,700

1,080

12.2

3.32

978

143

915

136.5

74.58

58.5

15,20

070

214

.33.0

787

093

.512

2425

12.5

111.1

87.2

22,40

01,1

8014

.23.2

61,2

8015

810

1817

8.591

.7372

24,10

086

416

.23.0

71,2

0011

512

.525

2713

.512

2.195

.831

,700

1,240

16.1

3.18

1,580

165

1120

199.5

116.8

91.7

39,20

01,5

1018

.33.6

1,740

173

1326

2713

.514

6.111

548

,800

2,020

18.3

3.72

2,170

231

1325

2512

.516

9.413

398

,400

2,460

24,10

3.81

3,280

259

1635

3819

224.5

176

130,0

003,5

4024

.13.9

74,3

3037

3

450 x

175

600 x

190

250 x

125

300 x

150

350 x

150

400 x

150

AI

CI

Page 12: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

nr

=M

odulu

s of S

ectio

nZ

=A

=Se

ction

al A

rea

Secti

onal

Weig

htAr

ea(k

g/m)

H x B

t1t2

r1r2

(cm2 )

Ix

Iyrx

ryZx

Zy

(TIS

1227

: 199

6 / JI

S G31

92 : 1

990)

(mm)

(cm

4 )(cm

3 )

Radiu

s of G

yrati

onM

odulu

s of S

ectio

n(cm

)

ตารางที่

ก. 4

Chan

nels

Dime

nsios

Mom

ent o

f Ine

rtia

(Gra

de SM

400,

SM49

0, SM

520,

SS40

0, SS

490 o

r SS5

40)

AI

CI

H x B

t1t2

r1r2

(cm)

Ix

Iyrx

ryZx

Zy

50 x

255

66

34.9

23.8

616

.82.4

91.8

50.7

16.7

31.4

875

x 40

57

84

8.818

6.92

75.3

12.2

2.92

1.17

20.1

4.47

100 x

505

7.58

411

.929.3

618

826

3.97

1.48

37.6

7.52

125 x

656

88

417

.1113

.442

461

.84.9

81.9

67.8

13.4

150 x

756.5

1010

523

.7118

.686

111

76.0

32.2

211

522

.415

0 x 75

912

.515

7.530

.5924

1050

147

5.86

2.19

140

28.3

180 x

757

10.5

115.5

27.2

21.4

1380

131

7.12

2.19

153

24.3

200 x

807.5

1112

631

.3324

.61,9

5016

87.8

82.3

219

529

.120

0 x 90

813

.514

738

.6530

.32,4

9027

78.0

22.6

824

944

.29

1314

744

.0734

.64,1

8029

49.7

42.5

833

444

.511

14.5

178.5

51.17

40.2

4,680

329

9.56

2.54

374

49.9

913

147

48.57

38.1

6,440

309

11.5

2.52

429

45.7

1015

.519

9.555

.7443

.87,4

1036

011

.52.5

449

454

.112

1619

9.561

.948

.67,8

7037

911

.32.4

852

556

.410

.516

189

69.39

54.5

14,50

053

514

.52.7

876

370

.513

2024

1285

.7167

.317

,600

655

14.3

2.76

926

87.8

300 x

90

380 x

100

250 x

90

AI

CI

Page 13: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

nr

=M

odulu

s of S

ectio

nZ

=A

=Se

ction

al A

rea

Nomi

nal

Secti

onal

Cent

er of

Grav

itySiz

e H

Bt1

t2ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

Cx

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

(cm3 )

ตารางที่

ก. 5

T-Se

ction

(Cut

from

H-S

ectio

n)(T

IS 12

27 : 1

996 /

JIS G

3192

: 199

0)

Weig

htSe

ction

al Di

mens

ion

Mom

ent o

f Ine

rtia

Radiu

s of G

yrati

onM

odulu

s of S

ectio

n

(Gra

de SM

400,

SM49

0, SM

520,

SS40

0, SS

490 o

r SS5

40) AI

CI

()

()

()

()

()

()

50 x

100

8.650

100

68

1010

.9516

.166

.91.2

12.4

74.0

313

.41

62.5

x 125

11.9

62.5

125

6.59

1015

.1635

147

1.52

3.11

6.91

23.5

1.19

75 x

100

10.5

7410

06

911

13.42

51.7

75.3

1.96

2.37

8.84

15.1

11.55

75 x

150

15.8

7515

07

1011

20.07

66.4

282

1.82

3.75

10.8

37.6

1.37

87.5

x 175

20.1

87.5

175

7.511

1225

.6111

549

22.1

24.3

815

.956

.21.5

5*9

.199

994.5

711

11.59

93.8

56.8

2.84

2.21

12.1

11.5

2.14

10.7

100

100

5.58

1113

.5811

467

2.92.2

24.8

13.4

2.29

100 x

150

15.3

9715

06

913

19.51

125

254

2.53

3.61

15.8

33.8

1.79

24.9

100

200

812

1331

.7718

480

12.4

15.0

222

.380

.11.7

3*2

8.110

020

412

1213

35.77

256

851

2.67

4.88

32.4

83.4

2.09

*32.8

104

202

1016

1341

.8525

11,1

00.00

2.45

5.13

29.5

109

1.91

*12.8

124

124

58

1216

.3420

812

73.5

72.7

921

.320

.52.6

814

.812

512

56

912

18.83

248

147

3.36

2.79

25.6

23.5

2.78

125 x

175

22.1

122

175

711

1628

.1228

949

23.2

4.18

29.1

56.3

2.27

100 x

100

100 x

200

125 x

125

AI

CI

Page 14: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Nomi

nal

Secti

onal

Cent

er of

Grav

itySiz

e H

Bt1

t2ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

Cx

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

(cm3 )

*32.2

122

252

1111

1641

.0344

51,4

70.00

3.29

5.98

45.3

117

2.39

*33.2

124

249

813

1642

.3536

41,6

70.00

2.93

6.29

34.9

134

1.98

36.2

125

250

914

1646

.0941

21,8

20.00

2.99

6.29

39.5

146

2.08

*41.1

125

255

1414

1652

.3458

91,9

40.00

3.36

6.09

59.4

152

2.58

*16.0

149

149

5.58

1320

.439

322

14.3

93.2

933

.829

.73.2

618

.415

015

06.5

913

23.39

464

254

4.45

3.29

4033

.83.4

128

.414

720

08

1218

36.19

572

802

3.97

4.71

48.2

80.2

2.83

125 x

250

150 x

150

150 x

200

Weig

ht

ตารางที่

ก. 5

(ตอ)

T-Se

ction

(Cut

from

H-S

ectio

n)(T

IS 12

27 : 1

996 /

JIS G

3192

: 199

0)

Secti

onal

Dime

nsion

M

omen

t of I

nerti

aRa

dius o

f Gyr

ation

Mod

ulus o

f Sec

tion

*32.7

149

201

914

1841

.6866

294

93.9

94.7

755

.294

.92.9

1*4

2.314

730

212

1218

53.83

858

2,760

.003.9

97.1

672

.318

33.8

4*4

3.514

929

99

1418

55.4

715

3,120

.003.5

97.5

157

209

2.36

4715

030

010

1518

59.89

798

3,380

.003.6

57.5

163

.722

52.4

7*5

2.915

030

515

1518

67.39

1,110

.003,5

50.00

4.05

7.26

92.5

233

2.03

*52.9

152

301

1117

1867

.4190

33,8

70.00

3.66

7.57

71.4

257

2.55

*20.7

173

174

69

1426

.3467

939

65.0

83.8

850

45.5

3.71

24.8

175

175

711

1431

.5781

549

25.0

83.9

559

.356

.23.7

5*3

4.616

824

98

1220

44.08

881

1,540

.004.4

75.9

264

124

3.02

39.8

170

250

914

2050

.761,0

20.00

1,830

.004.4

86

73.1

146

3.09

*53.1

169

351

1313

2067

.631,4

20.00

4,690

.004.5

98.3

310

426

73.2

1*5

7.317

234

810

1620

731,2

30.00

5,620

.004.1

18.7

884

.732

32.6

7*6

5.417

235

416

1620

83.32

1,800

.005,9

20.00

4.65

8.43

131

335

3.468

.217

535

012

1920

86.94

1,520

.006,7

90.00

4.18

8.84

104

388

2.86

*77.9

175

357

1919

2099

.192,2

00.00

7,220

.004.7

18.5

315

840

43.5

9*2

8.319

819

97

1116

36.08

1,190

.0072

35.7

64.4

876

.472

.74.1

733

200

200

813

1642

.061,4

00.00

868

5.76

4.54

88.6

86.8

4.23

150 x

300

175 x

175

175 x

250

175 x

350

200 x

200

150 x

200

Page 15: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Nomi

nal

Secti

onal

Cent

er of

Grav

itySiz

e H

Bt1

t2ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

Cx

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

(cm3 )

*47.1

193

299

914

2260

.051,5

30.00

3,120

.005.0

47.2

195

.520

93.3

353

.419

530

010

1622

67.98

1,730

.003,6

00.00

5.05

7.28

108

240

3.41

*70.0

194

402

1515

2289

.232,4

80.00

8,130

.005.2

79.5

415

840

43.7

*73.3

197

398

1118

2293

.412,0

50.00

9,460

.004.6

810

.112

347

53.0

1*8

4.119

740

518

1822

107.2

3,050

.009,9

80.00

5.34

9.65

193

493

3.89

85.8

200

400

1321

2210

9.32,4

80.00

11,20

0.00

4.76

10.1

147

560

3.21

*98.4

200

408

2121

2212

5.33,6

50.00

11,90

0.00

5.49.7

522

958

44.0

7

200 x

400

200 x

300

Weig

htSe

ction

al Di

mens

ion

Mom

ent o

f Ine

rtia

Radiu

s of G

yrati

onM

odulu

s of S

ectio

n

ตารางที่

ก. 5

(ตอ)

T-Se

ction

(Cut

from

H-S

ectio

n)(T

IS 12

27 : 1

996 /

JIS G

3192

: 199

0)

*116

.020

740

518

2822

147.7

3,620

.0015

,500.0

04.9

510

.221

377

63.6

8*3

3.122

319

98

1218

42.15

1,880

.0079

06.6

74.3

310

979

.45.1

3822

520

09

1418

48.38

2,160

.0093

66.6

84.4

124

93.6

5.15

*53.0

217

299

1015

2467

.522,3

50.00

3,350

.005.8

97.0

413

322

44.0

461

.822

030

011

1824

78.69

2,680

.004,0

60.00

5.84

7.68

149

270

4.05

*39.7

248

199

914

2050

.642,8

40.00

922

7.49

4.27

150

92.6

5.944

.825

020

010

1620

57.12

3,210

.001,0

70.00

7.54.3

316

910

75.9

6*5

1.525

320

111

1920

65.65

3,670

.001,2

90.00

7.48

4.43

190

128

5.95

*57.1

241

300

1115

2672

.763,4

20.00

3,380

.006.8

56.8

217

822

54.9

264

.224

430

011

1826

81.76

3.620

.04,0

606.6

67.0

718

470

4.66

*47.3

298

199

1015

2260

.235,1

90.00

989

9.29

4.05

236

99.4

7.79

52.8

300

200

1117

2267

.215,8

10.00

1,140

.009.3

4.12

262

114

7.84

*59.8

303

201

1220

2276

.246,5

70.00

1,360

.009.2

84.2

229

213

57.7

9*6

7.030

620

213

2322

85.33

7,340

.001,5

90.00

9.27

4.31

322

157

7.79

*68.5

291

300

1217

2887

.246,3

60.00

3,830

.008.5

46.6

328

025

66.3

975

.629

430

012

2028

96.24

6,710

.004,5

10.00

8.35

6.85

288

301

6.08

*87.3

297

302

1423

2811

1.27,9

20.00

5,290

.008.4

46.9

339

350

6.33

300 x

300

225 x

200

255 x

300

250 x

200

250 x

300

300 x

200

Page 16: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Nomi

nal

Secti

onal

Cent

er of

Grav

itySiz

e H

Bt1

t2ระยะ

rAr

ea

Ix

Iyrx

ry

ZxZy

Cx

mmkg

/mmm

mmmm

mmmm

(cm2 )

(cm4 )

(cm4 )

cmcm

(cm3 )

(cm3 )

(cm3 )

*83.0

346

300

1320

2810

5.711

,300.0

04,5

10.00

10.3

6.53

425

301

7.99

92.4

350

300

1324

2811

7.712

,000.0

05,4

10.00

10.1

6.78

438

361

7.55

*95.6

396

300

1422

2812

1.717

,100

4,960

.0012

.16.3

859

333

19.6

610

540

030

014

2628

133.7

18,80

05,8

60.00

11.9

6.62

610

391

9.18

350 x

300

400 x

300

ตารางที่

ก. 5

(ตอ)

T-Se

ction

(Cut

from

H-S

ectio

n)(T

IS 12

27 : 1

996 /

JIS G

3192

: 199

0)

Weig

htSe

ction

al Di

mens

ion

Mom

ent o

f Ine

rtia

Radiu

s of G

yrati

onM

odulu

s of S

ectio

n

Page 17: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

nr

=M

odulu

s of S

ectio

nZ

=A

=Se

ction

al A

rea

Secti

onal

Weig

htAr

ea(k

g/m)

A x B

tr1

r2(cm

2 )Ix

IyIu

Ivrx

ryru

rvZx

ZyCx

Cy3

42

1.427

1.12

0.797

0.797

1.26

0.332

0.747

0.747

0.94

0.433

0.448

0.448

0.719

0.719

53.5

2.42.2

61.7

71.2

1.21.8

90.5

20.7

30.7

30.9

10.4

30.4

50.4

50.8

0.8

(TIS

1227

: 199

6 / JI

S G31

92 : 1

990)

Equa

l Ang

leตารางที่

ก. 6

(cm4 )

Dista

nce o

f Cen

ter(cm

) of

grav

ity (c

m)M

omen

t of I

nerti

a(cm

3 )

(Gra

de SM

400,

SM49

0, SM

520,

SS40

0, SS

490 o

r SS5

40)

25 x

25

Radiu

s of G

yrati

onM

odulu

s of S

ectio

nDi

mens

ions

(mm)

AI

CI

34

21.7

271.3

61.4

21.4

22.2

60.5

90.9

080.9

081.1

40.5

850.6

610.6

610.8

440.8

445

52.4

2.78

2.18

2.16

2.16

3.41

0.92

0.88

0.88

1.11

0.57

1.04

1.04

0.92

0.92

34.5

22.3

361.8

33.5

33.5

35.6

1.46

1.23

1.23

1.55

0.79

1.21

1.21

1.09

1.09

46

2.43.0

82.4

24.4

74.4

77.0

91.8

51.2

11.2

11.5

20.7

81.5

51.5

51.1

21.1

25

4.53

3.755

2.95

5.42

5.42

8.59

2.25

1.21.2

1.51

0.774

1.91

1.91

1.17

1.17

66

2.44.4

83.5

26.3

16.3

19.9

82.6

51.1

91.1

914

90.7

72.2

62.2

61.2

1.24

6.53

3.492

2.74

6.56.5

10.3

2.71.3

61.3

61.7

20.8

82

21.2

41.2

45

6.53

4.302

3.38

7.91

7.91

12.5

3.29

1.36

1.36

1.71

0.874

2.46

2.46

1.28

1.28

37

2.42.9

61.3

6.86

6.86

10.8

2.88

1.52

1.52

1.91

0.99

1.86

1.86

2.33

1.31

46.5

33.8

923.0

69.0

69.0

614

.43.7

61.5

31.5

31.9

20.9

832.4

92.4

91.3

71.3

75

6.53

4.802

3.77

11.1

11.1

17.5

4.58

1.52

1.52

1.91

0.976

3.08

3.08

1.41

1.41

66.5

4.51.5

5.644

4.43

12.6

12.6

205.2

31.5

1.88

0.963

3.55

3.55

1.44

1.44

46.5

34.6

923.6

816

1625

.46.6

21.8

51.8

52.3

31.1

93.6

63.6

61.6

11.6

15

6.53

5.802

4.55

19.6

19.6

31.2

8.09

1.84

1.84

2.32

1.18

4.52

4.52

1.66

1.66

58.5

36.3

675

25.3

25.3

4.110

.51.9

91.9

92.5

11.2

85.3

55.3

51.7

71.7

76

8.54

7.527

5.91

29.4

29.4

46.6

12.2

1.98

1.98

2.49

1.27

6.26

6.26

1.81

1.81

88.5

69.7

617.6

636

.836

.858

.315

.31.9

41.9

42.4

41.2

57.9

67.9

61.8

81.8

8

40 x

40

45 x

45

50 x

50

60 x

60

65 x

65

30 x

30

AI

CI

Page 18: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Secti

onal

Weig

htAr

ea(k

g/m)

A x B

tr1

r2(cm

2 )Ix

IyIu

Ivrx

ryru

rvZx

ZyCx

Cy70

x 70

68.5

48.1

276.3

837

.137

.158

.915

.32.1

42.1

42.6

91.3

77.3

37.3

31.9

31.9

36

8.54

8.727

6.85

46.1

46.1

73.2

192.3

2.32.9

1.48

8.74

8.74

2.06

2.06

98.5

612

.699.6

964

.464

.410

226

.72.2

52.2

52.8

41.4

512

.112

.12.1

72.1

712

8.56

16.56

1381

.981

.912

934

.52.2

22.2

22.7

91.4

415

.715

.72.2

92.2

9

80 x

806

8.54

9.327

7.32

56.4

56.4

89.6

23.2

2.46

2.46

3.11.5

89.7

9.72.1

82.1

86

105

10.55

8.28

80.7

80.7

128

33.4

2.77

2.77

3.48

1.78

12.3

12.3

2.42

2.42

710

512

.229.5

993

9314

838

.32.7

62.7

63.4

81.7

714

.214

.22.4

62.4

610

107

1713

.312

512

519

951

.72.7

12.7

13.4

21.7

419

.519

.52.5

72.5

712

114.8

20.3

15.9

148

148

234

61.7

2.72.7

3.41.7

523

.323

.32.6

62.6

613

107

31.71

1715

615

624

865

.32.6

82.6

83.3

81.7

324

.824

.82.6

92.6

9

Dista

nce o

f Cen

ter(m

m)(cm

4 )(cm

) (cm

3 ) of

grav

ity (c

m)

Dime

nsion

sM

omen

t of I

nerti

aRa

dius o

f Gyr

ation

(TIS

1227

: 199

6 / JI

S G31

92 : 1

990)

Mod

ulus o

f Sec

tion

Equa

l Ang

leตารางที่

ก.6 (ตอ

)

90 x

90

75 x

75

710

513

.6210

.712

912

920

553

.23.0

33.0

83.8

81.9

817

.717

.72.7

12.7

110

107

1914

.917

517

527

872

3.04

3.04

3.83

1.95

24.4

24.4

2.82

2.82

1212

4.822

.717

.820

720

732

885

.73.0

23.0

23.8

1.94

29.1

29.1

2.92.9

1310

724

.3119

.122

022

034

891

.13

33.7

812

.9431

.131

.12.9

42.9

4

120 x

120

812

518

.7614

.725

825

841

010

63.7

13.7

14.6

72.3

829

.529

.53.2

43.2

49

126

22.74

17.9

366

366

583

150

4.01

4.01

5.06

2.57

38.7

38.7

3.53

3.53

1212

8.529

.7623

.446

746

774

319

23.9

63.9

65

2.54

49.9

49.9

3.64

3.64

1512

8.536

.7528

.856

856

890

223

43.9

33.9

34.9

52.5

361

.561

.53.7

63.7

612

147

34.77

27.3

740

740

1,180

304

4.61

4.61

5.82

2.96

68.1

68.1

4.14

4.14

1514

1042

.7433

.688

888

81,4

1036

54.5

64.5

65.7

52.9

282

.682

.64.2

44.2

419

1410

53.38

41.9

1,090

1,090

1,370

451

4.52

4.52

0.69

2.91

103

103

4.44.4

1215

1140

.5231

.81,1

701,1

701,8

6048

05.3

85.3

86.7

83.4

491

.891

.84.7

34.7

315

1511

50.21

39.4

1,440

1,440

2,260

589

5.35

5.35

6.75

3.72

114

114

4.85

4.85

1517

1257

.7545

.32,1

802,1

803,4

7089

16.1

46.1

47.7

53.9

215

015

05.4

65.4

620

1712

7659

.72,8

202,8

204,4

901,1

606.0

96.0

97.6

83.9

197

197

5.67

5.67

2517

1293

.7573

.63,4

203,4

205,4

201,4

2060

.460

.47.6

13.8

824

224

25.8

65.8

625

2412

119.4

93.7

6,950

6,950

11,00

02,8

607.6

37.6

39.6

24.9

388

388

7.17.1

3524

1816

2.612

89,1

109,1

1014

,400

3,790

7.49

7.49

9.42

4.83

519

519

7.45

7.45

250 x

250

100 x

100

130 x

130

150 x

150

175 x

175

200 x

200

Page 19: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

nr

=M

odulu

s of S

ectio

nZ

=A

=Se

ction

al A

rea

Secti

onal

Weig

ht

Area

(kg/m

) tan

UnEq

ual A

ngle

(TIS

1227

: 199

6 / JI

S G31

92 : 1

990)

ตารางที่

ก. 7

Radiu

s of G

yrati

onM

odulu

s of S

ectio

nDi

stanc

e of C

enter

(mm)

(cm4 )

(cm)

(cm3 )

of gr

avity

(cm)

Dime

nsion

sM

omen

t of I

nerti

a

AI

CI

A x B

tr1

r2(cm

2 )Ix

IyIu

Ivrx

ryru

rvZx

ZyCx

Cy90

x 75

98.5

614

.0411

0.676

109

63.1

143

34.1

2.78

2.23.1

91.5

617

.412

.42.7

52

100 x

757

105

11.87

9.32

0.548

118

56.9

144

30.8

3.15

2.19

3.49

1.61

1710

3.06

1.83

100 x

7510

107

16.5

130.5

4315

976

.119

441

.33.1

12.1

53.4

31.5

823

.313

.73.1

71.9

412

5 x 75

710

513

.6210

.70.3

6221

960

.424

336

.44.0

12.1

14.2

31.6

426

.110

.34.1

1.64

125 x

7510

107

1914

.90.3

5729

980

.833

049

3.96

2.06

4.17

1.61

36.1

14.1

4.22

1.75

125 x

7513

107

24.31

19.1

0.352

376

101

415

61.9

3.93

2.04

4.13

1.646

.117

.94.3

51.8

712

5 x 90

1010

720

.516

.10.5

0531

813

838

076

.23.9

42.5

94.3

1.93

37.2

20.3

3.95

2.22

125 x

9013

107

26.26

20.6

0.501

401

173

477

96.3

3.91

2.57

4.26

1.91

47.5

25.9

4.07

2.34

150 x

909

126

20.94

16.4

0.361

485

133

537

80.4

4.81

2.52

5.06

1.96

48.2

194.9

51.9

915

0 x 90

1212

8.527

.3621

.50.3

5761

916

768

510

24.7

62.4

75

1.93

62.3

24.3

5.07

2.115

0 x 10

09

126

21.84

17.1

0.439

502

181

579

104

4.79

2.88

5.15

2.18

49.1

23.5

4.76

2.315

0 x 10

012

128.5

28.56

22.4

0.435

642

223

733

132

4.74

2.83

5.09

2.15

63.4

30.1

4.88

2.41

150 x

100

1512

8.532

.2527

.70.4

3178

227

689

716

14.7

12.8

5.04

2.14

78.2

375

2.53

AI

CI

Page 20: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

nr

=M

odulu

s of S

ectio

nZ

=A

=Se

ction

al A

rea

Secti

onal

Weig

htRa

dius o

f Gyr

ation

Secti

onal

Dime

nsion

alDi

stanc

eSh

ear D

istan

ceM

omen

t of I

nerti

a

ตารางที่

ก. 8

Ligh

t Lip

Chan

nel

(TIS

1228

: 200

6 / JI

S G31

92 : 1

990)

Mod

ulus o

f Sec

tion

AI

CI

Secti

onal

Weig

htAr

ea(cm

2 )(k

g/m)

A x B

x C

tA

C x

C y

Ix

Iyrx

ry

ZxZy

SxSy

60 x

30 x

102.3

2.872

2.25

01.0

615

.63.3

22.3

31.0

75.2

1.71

2.50

75 x

35 x

152.3

3.677

2.89

01.2

931

6.58

2.91

1.34

8.28

2.98

3.10

75 x

45 x

152.3

4.137

3.25

01.7

237

.111

.83

1.69

9.94.2

44

03.2

6.367

50

1.72

76.9

13.3

3.48

1.69

17.1

6.57

4.10

2.34.7

123.7

01.7

358

.614

.23.5

31.7

413

5.11

4.10

4.59.4

697.4

30

1.86

139

30.9

3.82

1.81

27.7

9.82

4.30

48.5

486.7

10

1.86

127

28.7

3.85

1.83

25.4

9.13

4.30

3.27.0

0715

.50

1.86

107

24.5

3.91.8

721

.37.8

14.4

02.3

5.172

4.06

01.8

680

.719

3.95

1.92

16.1

6.06

4.40

120 x

40 x

203.2

7.007

5.50

1.32

144

15.3

4.53

1.48

245.7

13.4

0

120 x

60 x

203.2

8.287

6.51

02.1

218

640

.94.7

42.2

231

10.5

4.90

120 x

60 x

254.5

11.72

9.20

2.25

252

584.6

32.2

241

.915

.55.3

0

Radiu

s of G

yrati

on

(cm)

Secti

onal

Dime

nsion

al

(mm.

)

Dista

nce

from

CG.

(cm)

(cm3 )

Shea

r Dist

ance

(cm)

Mom

ent o

f Ine

rtia

(cm4 )

90 x

48 x

20

100 x

50 x

20

Mod

ulus o

f Sec

tion

AI

CI

Page 21: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Secti

onal

Weig

htAr

ea(cm

2 )(k

g/m)

H x A

x C

tC

xC

yIx

Iy

rx

ryZx

ZySx

Sy4.5

10.59

8.32

01.6

823

833

.54.7

41.7

833

104

04

9.548

7.50

1.68

217

33.1

4.77

1.81

34.7

9.38

40

3.27.8

076.1

30

1.68

181

26.6

4.82

1.85

298.0

24

04.5

11.72

9.20

1.54

368

35.7

5.61.7

549

10.5

3.70

3.28.6

076.7

60

1.54

280

28.3

5.71

1.81

37.4

8.19

3.80

411

.759.2

20

2.11

401

63.7

5.84

2.33

53.5

14.5

50

3.29.5

677.5

10

2.11

332

53.8

5.89

2.37

44.3

12.2

5.10

4.513

.9711

02.5

489

99.2

5.92

2.66

65.2

19.8

60

125 x

50 x

20

150 x

50 x

20

Secti

onal

Dime

nsion

al

(mm.

)

(cm)

(cm4 )

from

CG.

(cm3 )

150 x

65 x

20

(cm)

(cm)

Shea

r Dist

ance

ตารางที่

ก. 8

(ตอ)

Ligh

t Lip

Chan

nel

(TIS

1228

: 200

6 / JI

S G31

92 : 1

990)

Dista

nce

Mom

ent o

f Ine

rtia

Radiu

s of G

yrati

onM

odulu

s of S

ectio

n

412

.559.8

50

2.51

445

915.9

52.6

959

.318

.25.8

03.2

10.21

8.01

02.5

136

676

.45.9

92.7

448

.915

.35.1

04.5

14.42

11.3

02.6

550

110

95.9

2.75

66.9

22.5

6.30

412

.9510

.20

2.65

455

99.8

5.93

2.78

60.6

20.6

6.30

3.210

.538.2

70

2.66

375

83.6

5.97

2.82

5017

.36.4

04.5

16.22

12.7

02.1

996

310

97.7

12.6

96.3

20.6

5.30

414

.5511

.40

2.19

871

100

7.74

2.62

87.1

18.9

5.30

3.211

.819.2

70

2.19

716

84.1

7.79

2.67

71.6

15.8

5.40

4.516

.6713

.10

2.32

990

121

7.61

2.69

9923

.35.6

04

14.95

11.7

02.3

289

511

07.7

42.7

289

.521

.35.7

03.2

12.13

9.52

02.3

373

692

.37.7

2.76

73.6

17.8

5.70

250 x

75 x

254.5

18.92

14.9

02.0

716

9012

99.4

42.6

213

523

.85.1

0

200 x

75 x

25

150 x

75 x

20

150 x

75 x

25

200 x

75 x

20

Page 22: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

nr

=M

odulu

s of S

ectio

nZ

=A

=Se

ction

al A

rea

DND

TW

AI

Zr

in (m

m)mm

mmkg

./mcm

2cm

4cm

3cm

1/2 (1

5)21

.72

0.97

1.24

0.61

0.56

0.7

Calcu

late W

eight

Outsi

de D

iamete

rTh

ickne

ssNo

mina

l

dimen

tion

ตารางที่

ก. 9

Carb

on St

eel P

ipe(T

IS 12

28 : 2

006 /

JIS G

3192

: 199

0)

Mod

ulus o

f

Secti

on

Radiu

s of

Gyra

tion

Geom

etrica

l

Mom

ent o

f Ine

rtia

Cros

s Sec

tiona

l Are

a

AI

CI

21.2

41.5

81.2

60.9

30.8

92.3

1.41

1.81.4

11.0

30.8

81 (

25)

342.3

1.82.2

92.8

91.7

1.12

2.32.2

92.9

25.9

72.8

1.43

2.52.4

83.1

66.4

31.4

22.3

2.63

3.35

8.99

3.71.6

42.5

2.84

3.62

9.65

3.97

1.63

2.83.1

64.0

310

.64.3

61.6

23.2

3.58

4.56

11.8

4.86

1.61

2.33.3

4.21

17.8

5.92.0

63.2

4.52

5.76

23.7

7.84

2.03

45.5

77.1

28.5

9.41

22.8

5.08

6.47

43.7

11.5

2.63.2

5.77

7.35

49.2

12.9

2.59

47.1

39.0

959

.515

.62.5

8

1 1/

2 (40

)

48.6

2(50

) 6

0.5

3/4 (2

0)

27.2

1 1/4

(32)

42.7

2 1/

2 (65

) 7

6.3

AI

CI

Page 23: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

DND

TW

AI

Zr

in (m

m)mm

mmkg

./mcm

2cm

4cm

3cm

2.85.9

67.5

970

.715

.93.0

53.2

6.78

8.64

79.8

17.9

3.04

3.27.7

69.8

912

023

.63.4

84

9.63

12.26

146

28.8

3.45

3.28.7

711

.1717

230

.23.9

335

958

1218

187

327

392

3 1/2

(90)

101.6

4 (1

00)

114

3

3 (80

) 89

.1

Outsi

de D

iamete

r

ตารางที่

ก. 9

(ตอ)

Carb

on St

eel P

ipe(T

IS 12

28 : 2

006 /

JIS G

3192

: 199

0) No

mina

l

dimen

tion

Mod

ulus o

f

Secti

on

Radiu

s of

Gyra

tion

Thick

ness

Calcu

late W

eight

Cros

s Sec

tiona

l Are

aGe

ometr

ical

Mom

ent o

f Ine

rtia

3.59.5

812

.1818

732

.73.9

24.5

12.2

15.52

234

413.8

93.6

12.1

15.4

357

51.1

4.82

413

.417

.0739

456

.34.8

4.515

19.13

438

62.7

4.79

619

.825

.2256

680

.24.7

44.5

17.8

22.72

734

88.9

5.68

519

.825

.1680

897

.85.6

76

23.6

30.01

952

115

5.63

7.127

.735

.261,1

00.00

134

5.64.5

23.5

29.94

1,680

.0015

57.4

95.8

30.1

38.36

2,130

.0019

77.4

57

36.1

46.03

2,520

.0023

37.4

8.242

.153

.612,9

10.00

269

7.36

4 (1

00)

114

.3

8 (2

00)

2

16.3

5 (1

25)

1

39.8

6 (1

50)

1

65.2

Page 24: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

nr

=M

odulu

s of S

ectio

nZ

=A

=Se

ction

al A

rea

TW

AIx

= Iy

Zx =

Zyrx

= ry

inmm

mmkg

./mcm

2cm

4cm

3cm

213

617

414

811

909

2

Calcu

late

Weig

ht

Cros

s Sec

tiona

l

Area

Geom

etrica

l

Mom

ent o

f Ine

rtia

D x D

Side L

ength

Radiu

s of

Gyra

tion

ตารางที่

ก. 10

Squa

re T

ube

(TIS

1228

: 200

6 / JI

S G31

92 : 1

990)

Mod

ulus o

f

Secti

onTh

ickne

ss

AI

CI

21.3

61.7

41.4

81.1

90.9

22.3

1.53

1.97

1.61

1.29

0.92.6

1.65

2.11.6

31.3

10.8

83.2

1.91

2.44

1.75

1.40.8

52.3

2.04

2.63.7

12.3

21.2

3.22.6

93.4

24.5

42.8

41.1

52.3

2.47

3.15

6.54

3.44

1.44

3.23.2

94.1

98.1

84.3

1.41.6

2.38

3.03

11.7

4.68

1.96

22.9

13.7

13.9

5.57

1.94

2.33.3

44.2

515

.96.3

41.9

33.2

4.55.7

320

.48.1

61.8

93.6

4.96.2

421

.48.5

81.8

54

5.35

6.81

22.9

9.15

1.83

56.3

98.1

425

.710

.31.7

8

1 x

1

25 x

25

2

x 2

50 x

50

x

32 x

32

x 38

x 38

411

411 211

211

AI

CI

Page 25: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

TW

AIx

= Iy

Zx =

Zyrx

= ry

inmm

mmkg

./mcm

2cm

4cm

3cm

2.35.1

46.5

557

.115

.22.9

53.2

7.01

8.93

75.5

20.1

2.91

48.5

910

.9590

.224

.12.8

74.5

9.55

12.17

98.6

26.3

2.85

2.36.9

58.8

514

027

.93.9

7

3 x

3

75 x

75

D x D

ตารางที่

ก. 10

(ตอ)

Squa

re T

ube

(TIS

1228

: 200

6 / JI

S G31

92 : 1

990)

Side L

ength

Thick

ness

Calcu

late

Weig

ht

Cros

s Sec

tiona

l

Area

Mom

ent o

f Ine

rtia

Mod

ulus o

f

Secti

on

Radiu

s of

Gyra

tion

3.29.5

212

.1318

737

.53.9

34

11.7

14.95

226

45.3

3.89

4.513

.116

.6724

949

.93.8

76

1721

.6331

162

.33.7

93.2

1215

.3337

660

.14.9

54.5

16.6

21.17

506

80.9

4.89

518

.323

.3655

388

.44.8

66

21.7

27.63

641

103

4.82

4.520

.125

.6789

612

05.9

15

22.3

28.36

982

131

5.89

626

.433

.631,1

50.00

153

5.84

6.327

.434

.81,1

74.00

156

5.8

6 x

6

150

x 15

0

4 x

4

10

0 x 10

0

5 x

5

125

x 12

5

Page 26: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

r=

Mod

ulus o

f Sec

tioZ

=A

=Se

ction

al A

rea

TW

AIx

Iy

Zx

Zyrx

ry

inmm

mmk g

./mcm

2cm

4cm

4cm

3cm

3cm

cm

Radiu

s of G

yrati

on

D x B

ตารางที่

ก. 11

Recta

ngula

r Tub

e(T

IS 12

28 : 2

006 /

JIS G

3192

: 199

0)

Side L

ength

Thick

ness

Calcu

late

Weig

ht

Cros

s Sec

tiona

l

Area

Mom

ent o

f Ine

rtia

Mod

ulus o

f Sec

tion

D

B

AI

CI

inmm

mmkg

./mcm

cmcm

cmcm

cmcm

22.1

22.7

8.17

2.76

3.27

2.21.7

41.0

12.3

2.44

3.19.3

13.1

3.72

2.48

1.68

0.96

3.23.2

44.1

311

.63.8

4.65

3.04

1.68

0.96

3.63.4

84.4

411

.73.8

64.7

3.09

1.63

0.93

2.33.8

14.8

534

.612

9.23

6.32.6

71.5

73.2

5.15

5.15

4515

.412

8.09

2.62

1.53

1.62.8

83.6

728

.412

.97.5

65.7

52.7

81.8

82.3

4.06

5.17

38.9

17.6

10.4

7.82

2.74

1.84

3.25.5

7.01

50.8

22.8

13.5

10.1

2.69

1.82

4.48

5.774

.125

.514

.810

.23.6

12.1

12.3

5.14

6.55

84.8

2917

11.6

3.62.1

3.27.0

18.9

311

238

22.5

15.2

3.55

2.06

3.67.7

29.8

412

140

.924

.116

.33.5

2.04

48.5

910

.9514

246

.728

.418

.73.5

52.0

34.5

9.55

12.17

147

48.9

29.3

19.5

3.47

2

4 x 2

100 x

50

2 x

1

50 x

25

75 x

38

75 x

45

411

3

431

3

AI

CI

Page 27: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

TW

AIx

Iy

Zx

Zyrx

ry

inmm

mmkg

./mcm

2cm

4cm

4cm

3cm

3cm

cm2.3

6.95

8.85

192

87.5

30.6

23.3

4.65

3.14

3.29.5

212

.1325

711

741

.131

.14.6

3.14

11.7

14.95

311

141

49.7

37.5

4.56

3.07

4.513

.116

.6734

215

554

.841

.24.5

33.0

46

1721

.6342

819

268

.551

.14.4

52.9

8

ตารางที่

ก. 11

(ตอ)

Recta

ngula

r Tub

e(T

IS 12

28 : 2

006 /

JIS G

3192

: 199

0)

Side L

ength

Thick

ness

Calcu

late

Weig

ht

Cros

s Sec

tiona

l

Area

Radiu

s of G

yrati

on

D x B

5 x

3

12

5 x 75

Mom

ent o

f Ine

rtia

Mod

ulus o

f Sec

tion

3.29.6

312

.1331

4.92

55.71

42.61

22.61

5.16

2.17

4.513

.517

.0342

3.93

75.75

53.35

29.82

5.05

2.11

6.318

.7722

.8453

6.98

93.65

72.76

36.87

4.93

2.03

4.520

.125

.671,3

30.00

455

133

90.9

7.24.2

16

26.4

33.63

1,700

.0057

717

011

57.1

24.1

46.3

27.4

34.8

1,739

.0059

117

411

87.0

64.1

2

8 x

4 2

00 x

100

6 x

2 1

50 x

50

Page 28: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Secti

onal

Area

ht

il

il

per w

all

il

per w

all

il

per w

all

Dime

nsion

s

ตารางที่

ก. 12

Hot R

olled

Stee

l She

et P

ile

(Gra

de SY

295 o

r SY3

90)

(TIS

1390

: 199

6 / JI

S A52

28 : 1

988)

Shee

t Pile

s

Secti

on M

odulu

sW

eight

Mom

ent o

f Ine

rtia

wh

tpe

r pile

per p

ile

widt

hpe

r pile

wi

dth

per p

ile

widt

h

mmmm

mm(cm

2 )kg

/mkg

/m(cm

4 )(cm

4 /m)

(cm3 )

(cm3 /m

)

inin

inin2

lbs/ft

lbs/ft

in4in/

ftin3

in3 /ft40

012

513

76.42

6015

02,2

20.00

16,80

022

31,3

40.00

15.7

4.92

0.152

11.85

40.3

30.7

53.3

123

13.6

24.9

400

170

15.5

96.99

76.1

190

4,670

.0038

,600

362

2,270

.0015

.76.6

90.6

115

.0351

.138

.911

228

322

.142

.2

SP - I

II

SP - I

V

Secti

on

Page 29: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

เหล็ก

รางพั

บ (L

ight C

hann

els) เป

นเหล็

กโครงส

รางรูปพ

รรณข

ึ้นรูปเย็น

เหมาะสํ

าหรับ

งานโ

ครงส

รางขนา

ดเล็ก

Mom

ent o

f Ine

rtia

I=

Ar2

Radiu

s of G

yratio

nr

=M

odulu

s of S

ectio

nZ

=A

=Se

ction

al A

rea

Thick

nSe

ction

al

(mm)

Area

(cm2 )

(cm)

(cm)

(cm4 )

(cm3 )

Weig

ht

Dime

nsios

(mm)

Dista

nce f

rom

CG.

Mom

ent o

f Ine

rtia

Radiu

s of G

yrati

on

(cm)

Mod

ulus o

f Sec

tion

ตารางที่

ก. 13

Ligh

t Cha

nnels

(TIS

1228

: 200

6 / JI

S G31

92 : 1

990)

Shea

r Dist

ance

AI

CI

(cm)

HA

Bt

A(k

g/m)

C x

C y

Ix

Iyrx

ry

ZxZy

SxSy

3030

1.61.8

361.4

40

0.82

10.30

1.64

2.37

0.95

3.45

0.75

1.80

030

302.3

2.586

2.03

00.8

614

.202.2

72.3

40.9

44.7

21.0

61.8

00

8040

402.3

3.506

2.75

01.1

134

.905.5

63.1

61.2

68.7

31.9

22.4

00

4040

2.33.9

663.1

10

0.99

58.90

5.96

3.85

1.23

11.80

1.98

2.20

040

403.2

5.423

4.26

01.0

378

.607.9

93.8

11.2

115

.702.6

92.2

00

5050

2.34.4

263.4

70

1.36

69.90

11.10

3.97

1.58

14.00

3.04

3.10

050

503.2

6.063

4.76

01.4

093

.6014

.903.9

31.5

718

.704.1

53.1

00

120

4040

3.26.0

634.7

60

0.94

122.0

08.4

34.4

81.1

820

.302.7

52.1

00

5050

2.35.5

764.3

60

1.10

181.0

012

.505.6

91.5

024

.103.2

02.6

00

5050

3.27.6

636.0

20

1.14

244.0

016

.905.6

41.4

832

.504.3

72.6

00

5050

4.510

.588.3

10

1.20

329.0

022

.605.5

81.4

743

.905.9

92.6

00

7575

4.011

.479.0

00

2.06

404.0

064

.205.9

32.3

653

.9011

.804.6

00

7575

4.512

.8310

.100

2.08

448.0

071

.405.9

12.3

659

.8013

.204.6

00

7575

6.016

.8213

.200

2.15

573.0

091

.905.8

42.3

476

.4017

.204.6

00

100

15060

AI

CI

Page 30: Steel Table - tumcivil.com · Moment of Inertia I = Ar 2 Radius of Gyratio n r= Modulus of Sectio n Z= A = Sectional Area Nominal Sectional Size H B t1 t2ระยะ r Area Ix Iy

Thick

nSe

ction

al

(mm)

Area

(cm2 )

HA

Bt

A(k

g/m)

C x

C y

Ix

Iyrx

ry

ZxZy

SxSy

5050

3.29.2

637.2

70

0.97

490

18.2

7.28

1.40

49.00

4.51

2.30

050

504.0

11.47

9.00

01.0

060

022

.27.2

31.3

960

.005.5

52.2

00

5050

4.512

.8310

.100

1.03

666

24.6

7.20

1.38

66.60

6.19

2.20

075

756.0

19.82

15.60

01.8

711

3010

1.07.5

62.2

511

3.00

17.90

4.10

050

504.0

13.47

10.60

00.8

810

5023

.38.8

11.3

283

.705.6

62.0

00

5050

4.515

.0811

.800

0.91

1160

25.9

8.78

1.31

93.00

6.31

2.00

075

756.0

22.82

17.90

01.6

619

4010

7.09.2

32.1

715

5.00

18.40

3.70

0

(mm)

Dime

nsios

Mom

ent o

f Ine

rtia

Mod

ulus o

f Sec

tion

200

250

ตารางที

ก. 13

(ตอ)

(cm4 )

(cm)

Ligh

t Cha

nnels

(TIS

1228

: 200

6 / JI

S G31

92 : 1

990)

(cm3 )

(cm)

Shea

r Dist

ance

Weig

ht

Radiu

s of G

yrati

onDi

stanc

e fro

m CG

.

(cm)