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Properties of Sections

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W SHAPES W1100 - W920 PROPERTIES Axis X-X Axis Y-Y Torsional Constant Warping Constant I x S x r x Z x I y S y r y Z y J C w kN/m mm 2 10 6 mm 4 10 3 mm 3 mm 10 3 mm 3 10 6 mm 4 10 3 mm 3 mm 10 3 mm 3 10 3 mm 4 10 9 mm 6 W1100 x499 4.88 63 400 12 900 23 100 452 26 600 500 2 470 88.8 3 870 31 000 144 000 x433 4.26 55 300 11 300 20 400 452 23 200 435 2 170 88.7 3 370 21 400 124 000 x390 3.84 49 900 10 100 18 300 450 20 800 386 1 930 87.9 3 000 15 700 109 000 x343 3.36 43 600 8 670 15 900 446 18 100 331 1 660 87.1 2 570 10 300 92 900 W1000 x883 8.67 113 000 21 000 38 400 432 45 300 1 050 4 950 96.6 7 870 185 000 268 000 x748 7.36 95 500 17 300 32 500 426 37 900 852 4 090 94.5 6 470 116 000 212 000 x642 6.29 81 700 14 500 27 700 421 32 100 702 3 410 92.7 5 370 73 500 171 000 x591 5.80 75 300 13 300 25 600 421 29 500 640 3 130 92.2 4 920 59 000 155 000 x554 5.44 70 700 12 300 23 900 418 27 500 592 2 900 91.5 4 550 48 600 142 000 x539 5.29 68 700 12 000 23 400 418 26 800 576 2 830 91.6 4 440 45 300 138 000 x483 4.74 61 500 10 700 20 900 417 23 900 507 2 510 90.8 3 920 33 100 120 000 x443 4.34 56 400 9 670 19 100 414 21 800 455 2 260 89.8 3 530 25 400 107 000 x412 4.04 52 500 9 100 18 100 416 20 500 434 2 160 90.9 3 350 21 400 102 000 x371 3.64 47 300 8 140 16 300 415 18 400 386 1 930 90.3 2 980 15 900 89 600 x321 3.15 40 900 6 960 14 100 413 15 800 331 1 660 90.0 2 550 10 300 76 100 x296 2.91 37 800 6 200 12 600 405 14 300 290 1 450 87.6 2 240 7 640 66 000 W1000 x584 5.73 74 500 12 500 23 600 409 28 100 334 2 130 67.0 3 480 71 700 82 300 x494 4.84 62 900 10 300 19 800 404 23 400 268 1 740 65.3 2 820 44 000 64 700 x486 4.77 61 900 10 200 19 700 406 23 200 266 1 730 65.5 2 790 42 900 64 100 x415 4.06 52 800 8 520 16 700 402 19 500 217 1 430 64.1 2 300 27 000 51 500 x393 3.85 50 000 8 080 15 900 402 18 500 205 1 350 64.0 2 170 23 300 48 400 x350 3.43 44 500 7 230 14 300 403 16 600 185 1 220 64.4 1 940 17 200 43 200 x314 3.08 40 000 6 440 12 900 401 14 900 162 1 080 63.7 1 710 12 600 37 700 x272 2.67 34 700 5 540 11 200 400 12 800 140 933 63.5 1 470 8 350 32 200 x249 2.44 31 700 4 810 9 820 390 11 300 118 783 60.9 1 240 5 820 26 700 x222 2.18 28 300 4 080 8 410 380 9 800 95.4 636 58.1 1 020 3 900 21 500 W920 x1188 11.7 151 000 26 100 48 900 415 58 800 1 750 7 660 108 12 200 439 000 401 000 x967 9.48 123 000 20 300 39 500 406 46 800 1 340 6 000 104 9 490 246 000 294 000 x784 7.68 99 800 15 900 32 000 400 37 300 1 030 4 730 102 7 420 136 000 220 000 x653 6.41 83 200 12 900 26 600 394 30 700 830 3 850 99.9 6 020 80 500 172 000 x585 5.74 74 500 11 400 23 800 392 27 400 728 3 410 98.8 5 310 58 900 149 000 x534 5.24 68 000 10 300 21 700 389 24 800 656 3 090 98.2 4 800 45 200 132 000 x488 4.78 62 100 9 350 19 900 388 22 600 590 2 800 97.5 4 340 35 000 118 000 x446 4.39 57 000 8 470 18 200 386 20 600 540 2 550 97.3 3 950 26 800 107 000 x417 4.10 53 300 7 880 17 000 385 19 200 501 2 370 97.0 3 670 21 900 98 700 x387 3.80 49 300 7 180 15 600 382 17 600 453 2 160 95.8 3 330 17 300 88 500 x365 3.58 46 400 6 710 14 600 380 16 500 421 2 010 95.2 3 110 14 400 81 900 x342 3.36 43 600 6 250 13 700 379 15 400 390 1 870 94.6 2 880 11 900 75 500 Nominal depth in millimetres and mass in kilograms per metre 6-40 Designation Dead Load Area X X Y Y CISC Handbook of Steel Construction W SHAPES W1100 - W920 DIMENSIONS AND SURFACE AREAS Distances a T k k 1 d-2t kg/m kg/m mm mm mm mm mm mm mm mm mm 499 497.8 1 118 405 45.0 25.9 190 985 67 33 1 028 3.80 3.40 W44x335 433 434.1 1 108 402 40.1 22.1 190 985 62 31 1 028 3.78 3.38 W44x290 390 391.6 1 100 400 36.1 20.1 190 985 58 30 1 028 3.76 3.36 W44x262 343 342.6 1 090 400 31.0 18.0 191 985 53 29 1 028 3.74 3.34 W44x230 883 883.4 1 092 424 82.0 45.5 189 865 114 53 928 3.79 3.37 W40x593 748 749.8 1 068 417 70.1 39.1 189 865 102 50 928 3.73 3.31 W40x503 642 641.3 1 048 412 59.9 34.0 189 865 91 47 928 3.68 3.26 W40x431 591 590.9 1 040 409 55.9 31.0 189 865 87 46 928 3.65 3.25 W40x397 554 554.7 1 032 408 52.1 29.5 189 865 84 45 928 3.64 3.23 W40x372 539 539.4 1 030 407 51.1 28.4 189 865 83 44 928 3.63 3.22 W40x362 483 482.9 1 020 404 46.0 25.4 189 865 78 43 928 3.61 3.20 W40x324 443 442.5 1 012 402 41.9 23.6 189 865 73 42 928 3.58 3.18 W40x297 412 412.2 1 008 402 40.0 21.1 190 865 72 41 928 3.58 3.18 W40x277 371 371.2 1 000 400 36.1 19.0 191 865 68 40 928 3.56 3.16 W40x249 321 320.9 990 400 31.0 16.5 192 865 63 38 928 3.55 3.15 W40x215 296 296.4 982 400 27.1 16.5 192 865 59 38 928 3.53 3.13 W40x199 584 584.6 1 056 314 64.0 36.1 139 865 96 48 928 3.30 2.98 W40x392 494 493.9 1 036 309 54.0 31.0 139 865 86 46 928 3.25 2.94 W40x331 486 486.2 1 036 308 54.1 30.0 139 865 86 45 928 3.24 2.94 W40x327 415 414.3 1 020 304 46.0 25.9 139 865 78 43 928 3.20 2.90 W40x278 393 392.7 1 016 303 43.9 24.4 139 865 75 42 928 3.20 2.89 W40x264 350 349.4 1 008 302 40.0 21.1 140 865 72 41 928 3.18 2.88 W40x235 314 314.3 1 000 300 35.9 19.1 140 865 67 40 928 3.16 2.86 W40x211 272 272.3 990 300 31.0 16.5 142 865 63 38 928 3.15 2.85 W40x183 249 248.7 980 300 26.0 16.5 142 865 58 38 928 3.13 2.83 W40x167 222 222.0 970 300 21.1 16.0 142 865 53 38 928 3.11 2.81 W40x149 1 188 1 188.7 1 066 457 109.0 60.5 198 785 141 60 848 3.84 3.38 W36x798 967 966.3 1 028 446 89.9 50.0 198 785 121 55 848 3.74 3.29 W36x650 784 783.3 996 437 73.9 40.9 198 785 105 50 848 3.66 3.22 W36x527 653 653.1 972 431 62.0 34.5 198 785 94 47 848 3.60 3.17 W36x439 585 585.1 960 427 55.9 31.0 198 785 87 46 848 3.57 3.14 W36x393 534 533.9 950 425 51.1 28.4 198 785 83 44 848 3.54 3.12 W36x359 488 487.7 942 422 47.0 25.9 198 785 79 43 848 3.52 3.10 W36x328 446 447.2 933 423 42.7 24.0 200 785 74 42 848 3.51 3.09 W36x300 417 418.1 928 422 39.9 22.5 200 785 71 41 848 3.50 3.08 W36x280 387 387.0 921 420 36.6 21.3 199 785 68 41 848 3.48 3.06 W36x260 365 364.6 916 419 34.3 20.3 199 784 66 40 847 3.47 3.05 W36x245 342 342.4 912 418 32.0 19.3 199 785 64 40 848 3.46 3.04 W36x230 6-41 Imperial Designation Web Thick- ness w Surface Area (m 2 ) per metre of length Total Minus Top of Top Flange Theo- retical Mass Depth ..... ...... d Flange Width ..... b Flange Thick- ness t Nominal Mass t w a k k k 1 b T d CISC Handbook of Steel Construction
Transcript
Page 1: Properties of Sections

W S

HA

PE

S

W1

10

0 -

W9

20

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

Zx

I yS

yr y

Zy

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

10

9 m

m6

W

1100

x

499

4.8

863 4

00

12 9

00

23 1

00

452

26 6

00

500

2 4

70

88.8

3 8

70

31 0

00

144 0

00

x

433

4.2

655 3

00

11 3

00

20 4

00

452

23 2

00

435

2 1

70

88.7

3 3

70

21 4

00

124 0

00

x

390

3.8

449 9

00

10 1

00

18 3

00

450

20 8

00

386

1 9

30

87.9

3 0

00

15 7

00

109 0

00

x

343

3.3

643 6

00

8 6

70

15 9

00

446

18 1

00

331

1 6

60

87.1

2 5

70

10 3

00

92 9

00

W

1000

x

883

8.6

7113 0

00

21 0

00

38 4

00

432

45 3

00

1 0

50

4 9

50

96.6

7 8

70

185 0

00

268 0

00

x

748

7.3

695 5

00

17 3

00

32 5

00

426

37 9

00

852

4 0

90

94.5

6 4

70

116 0

00

212 0

00

x

642

6.2

981 7

00

14 5

00

27 7

00

421

32 1

00

702

3 4

10

92.7

5 3

70

73 5

00

171 0

00

x

591

5.8

075 3

00

13 3

00

25 6

00

421

29 5

00

640

3 1

30

92.2

4 9

20

59 0

00

155 0

00

x

554

5.4

470 7

00

12 3

00

23 9

00

418

27 5

00

592

2 9

00

91.5

4 5

50

48 6

00

142 0

00

x

539

5.2

968 7

00

12 0

00

23 4

00

418

26 8

00

576

2 8

30

91.6

4 4

40

45 3

00

138 0

00

x

483

4.7

461 5

00

10 7

00

20 9

00

417

23 9

00

507

2 5

10

90.8

3 9

20

33 1

00

120 0

00

x

443

4.3

456 4

00

9 6

70

19 1

00

414

21 8

00

455

2 2

60

89.8

3 5

30

25 4

00

107 0

00

x

412

4.0

452 5

00

9 1

00

18 1

00

416

20 5

00

434

2 1

60

90.9

3 3

50

21 4

00

102 0

00

x

371

3.6

447 3

00

8 1

40

16 3

00

415

18 4

00

386

1 9

30

90.3

2 9

80

15 9

00

89 6

00

x

321

3.1

540 9

00

6 9

60

14 1

00

413

15 8

00

331

1 6

60

90.0

2 5

50

10 3

00

76 1

00

x

296

2.9

137 8

00

6 2

00

12 6

00

405

14 3

00

290

1 4

50

87.6

2 2

40

7 6

40

66 0

00

W

1000

x

584

5.7

374 5

00

12 5

00

23 6

00

409

28 1

00

334

2 1

30

67.0

3 4

80

71 7

00

82 3

00

x

494

4.8

462 9

00

10 3

00

19 8

00

404

23 4

00

268

1 7

40

65.3

2 8

20

44 0

00

64 7

00

x

486

4.7

761 9

00

10 2

00

19 7

00

406

23 2

00

266

1 7

30

65.5

2 7

90

42 9

00

64 1

00

x

415

4.0

652 8

00

8 5

20

16 7

00

402

19 5

00

217

1 4

30

64.1

2 3

00

27 0

00

51 5

00

x

393

3.8

550 0

00

8 0

80

15 9

00

402

18 5

00

205

1 3

50

64.0

2 1

70

23 3

00

48 4

00

x

350

3.4

344 5

00

7 2

30

14 3

00

403

16 6

00

185

1 2

20

64.4

1 9

40

17 2

00

43 2

00

x

314

3.0

840 0

00

6 4

40

12 9

00

401

14 9

00

162

1 0

80

63.7

1 7

10

12 6

00

37 7

00

x

272

2.6

734 7

00

5 5

40

11 2

00

400

12 8

00

140

933

63.5

1 4

70

8 3

50

32 2

00

x

249

2.4

431 7

00

4 8

10

9 8

20

390

11 3

00

118

783

60.9

1 2

40

5 8

20

26 7

00

x

222

2.1

828 3

00

4 0

80

8 4

10

380

9 8

00

95.4

636

58.1

1 0

20

3 9

00

21 5

00

W

920

x

1188

11.7

151 0

00

26 1

00

48 9

00

415

58 8

00

1 7

50

7 6

60

108

12 2

00

439 0

00

401 0

00

x

967

9.4

8123 0

00

20 3

00

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00

406

46 8

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1 3

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6 0

00

104

9 4

90

246 0

00

294 0

00

x

784

7.6

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00

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00

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00

400

37 3

00

1 0

30

4 7

30

102

7 4

20

136 0

00

220 0

00

x

653

6.4

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00

12 9

00

26 6

00

394

30 7

00

830

3 8

50

99.9

6 0

20

80 5

00

172 0

00

x

585

5.7

474 5

00

11 4

00

23 8

00

392

27 4

00

728

3 4

10

98.8

5 3

10

58 9

00

149 0

00

x

534

5.2

468 0

00

10 3

00

21 7

00

389

24 8

00

656

3 0

90

98.2

4 8

00

45 2

00

132 0

00

x

488

4.7

862 1

00

9 3

50

19 9

00

388

22 6

00

590

2 8

00

97.5

4 3

40

35 0

00

118 0

00

x

446

4.3

957 0

00

8 4

70

18 2

00

386

20 6

00

540

2 5

50

97.3

3 9

50

26 8

00

107 0

00

x

417

4.1

053 3

00

7 8

80

17 0

00

385

19 2

00

501

2 3

70

97.0

3 6

70

21 9

00

98 7

00

x

387

3.8

049 3

00

7 1

80

15 6

00

382

17 6

00

453

2 1

60

95.8

3 3

30

17 3

00

88 5

00

x

365

3.5

846 4

00

6 7

10

14 6

00

380

16 5

00

421

2 0

10

95.2

3 1

10

14 4

00

81 9

00

x

342

3.3

643 6

00

6 2

50

13 7

00

379

15 4

00

390

1 8

70

94.6

2 8

80

11 9

00

75 5

00

No

min

al d

ep

th in

mill

ime

tre

s a

nd

ma

ss in

kilo

gra

ms p

er

me

tre

6-4

0

Desig

nation

Dead

Load

Are

a

XX

Y Y

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

W S

HA

PE

S

W1

10

0 -

W9

20

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

Dis

tances

aT

kk

1d-2

t

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

mm

mm

499

497.8

1 1

18

405

45.0

25.9

190

985

67

33

1 0

28

3.8

0

3.4

0

W

44x335

433

434.1

1 1

08

402

40.1

22.1

190

985

62

31

1 0

28

3.7

8

3.3

8

W

44x290

390

391.6

1 1

00

400

36.1

20.1

190

985

58

30

1 0

28

3.7

6

3.3

6

W

44x262

343

342.6

1 0

90

400

31.0

18.0

191

985

53

29

1 0

28

3.7

4

3.3

4

W

44x230

883

883.4

1 0

92

424

82.0

45.5

189

865

114

53

928

3.7

9

3.3

7

W

40x593

748

749.8

1 0

68

417

70.1

39.1

189

865

102

50

928

3.7

3

3.3

1

W

40x503

642

641.3

1 0

48

412

59.9

34.0

189

865

91

47

928

3.6

8

3.2

6

W

40x431

591

590.9

1 0

40

409

55.9

31.0

189

865

87

46

928

3.6

5

3.2

5

W

40x397

554

554.7

1 0

32

408

52.1

29.5

189

865

84

45

928

3.6

4

3.2

3

W

40x372

539

539.4

1 0

30

407

51.1

28.4

189

865

83

44

928

3.6

3

3.2

2

W

40x362

483

482.9

1 0

20

404

46.0

25.4

189

865

78

43

928

3.6

1

3.2

0

W

40x324

443

442.5

1 0

12

402

41.9

23.6

189

865

73

42

928

3.5

8

3.1

8

W

40x297

412

412.2

1 0

08

402

40.0

21.1

190

865

72

41

928

3.5

8

3.1

8

W

40x277

371

371.2

1 0

00

400

36.1

19.0

191

865

68

40

928

3.5

6

3.1

6

W

40x249

321

320.9

9

90

400

31.0

16.5

192

865

63

38

928

3.5

5

3.1

5

W

40x215

296

296.4

9

82

400

27.1

16.5

192

865

59

38

928

3.5

3

3.1

3

W

40x199

584

584.6

1 0

56

314

64.0

36.1

139

865

96

48

928

3.3

0

2.9

8

W

40x392

494

493.9

1 0

36

309

54.0

31.0

139

865

86

46

928

3.2

5

2.9

4

W

40x331

486

486.2

1 0

36

308

54.1

30.0

139

865

86

45

928

3.2

4

2.9

4

W

40x327

415

414.3

1 0

20

304

46.0

25.9

139

865

78

43

928

3.2

0

2.9

0

W

40x278

393

392.7

1 0

16

303

43.9

24.4

139

865

75

42

928

3.2

0

2.8

9

W

40x264

350

349.4

1 0

08

302

40.0

21.1

140

865

72

41

928

3.1

8

2.8

8

W

40x235

314

314.3

1 0

00

300

35.9

19.1

140

865

67

40

928

3.1

6

2.8

6

W

40x211

272

272.3

9

90

300

31.0

16.5

142

865

63

38

928

3.1

5

2.8

5

W

40x183

249

248.7

9

80

300

26.0

16.5

142

865

58

38

928

3.1

3

2.8

3

W

40x167

222

222.0

9

70

300

21.1

16.0

142

865

53

38

928

3.1

1

2.8

1

W

40x149

1 1

88

1 1

88.7

1 0

66

457

109.0

60.5

198

785

141

60

848

3.8

4

3.3

8

W

36x798

967

966.3

1 0

28

446

89.9

50.0

198

785

121

55

848

3.7

4

3.2

9

W

36x650

784

783.3

9

96

437

73.9

40.9

198

785

105

50

848

3.6

6

3.2

2

W

36x527

653

653.1

9

72

431

62.0

34.5

198

785

94

47

848

3.6

0

3.1

7

W

36x439

585

585.1

9

60

427

55.9

31.0

198

785

87

46

848

3.5

7

3.1

4

W

36x393

534

533.9

9

50

425

51.1

28.4

198

785

83

44

848

3.5

4

3.1

2

W

36x359

488

487.7

9

42

422

47.0

25.9

198

785

79

43

848

3.5

2

3.1

0

W

36x328

446

447.2

9

33

423

42.7

24.0

200

785

74

42

848

3.5

1

3.0

9

W

36x300

417

418.1

9

28

422

39.9

22.5

200

785

71

41

848

3.5

0

3.0

8

W

36x280

387

387.0

9

21

420

36.6

21.3

199

785

68

41

848

3.4

8

3.0

6

W

36x260

365

364.6

9

16

419

34.3

20.3

199

784

66

40

847

3.4

7

3.0

5

W

36x245

342

342.4

9

12

418

32.0

19.3

199

785

64

40

848

3.4

6

3.0

4

W

36x230

6-4

1

Imperial

Desig

nation

Web

Thic

k-

ness

w

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Tota

l

Min

us T

op

of

Top F

lange

Theo-

retical

Mass

Depth

.....

......

d

Fla

nge

Wid

th

.....

b

Fla

nge

Thic

k-

ness

t

Nom

inal

Mass

t

w a

kk

k1 b

Td C

ISC

Ha

nd

bo

ok o

f S

tee

l C

on

str

uctio

n

Page 2: Properties of Sections

W S

HA

PE

S

W9

20

- W

76

0

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

Zx

I yS

yr y

Zy

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

10

9 m

m6

W

920

x381

3.7

448 6

00

6 9

70

14 7

00

379

17 0

00

219

1 4

10

67.1

2 2

40

22 0

00

45 1

00

x345

3.3

944 0

00

6 2

60

13 3

00

377

15 3

00

195

1 2

70

66.6

2 0

00

16 5

00

39 8

00

x313

3.0

739 8

00

5 4

80

11 8

00

371

13 6

00

170

1 1

00

65.4

1 7

50

11 6

00

34 3

00

x289

2.8

336 8

00

5 0

50

10 9

00

370

12 6

00

156

1 0

20

65.2

1 6

00

9 2

30

31 3

00

x271

2.6

734 6

00

4 7

20

10 2

00

369

11 8

00

145

946

64.8

1 4

90

7 7

00

28 9

00

x253

2.4

932 3

00

4 3

80

9 5

20

368

11 0

00

134

874

64.3

1 3

70

6 2

70

26 5

00

x238

2.3

430 4

00

4 0

60

8 8

80

366

10 2

00

123

806

63.6

1 2

70

5 1

50

24 3

00

x223

2.2

028 6

00

3 7

70

8 2

70

363

9 5

40

112

738

62.7

1 1

60

4 2

20

22 1

00

x201

1.9

825 6

00

3 2

50

7 2

00

356

8 3

60

94.4

621

60.7

982

2 9

10

18 4

00

W

840

x527

5.1

867 3

00

9 1

50

20 3

00

369

23 3

00

607

2 9

70

95.0

4 6

20

47 8

00

110 0

00

x473

4.6

560 4

00

8 1

30

18 2

00

367

20 8

00

537

2 6

40

94.3

4 1

00

35 1

00

95 8

00

x433

4.2

655 3

00

7 3

60

16 6

00

365

18 9

00

484

2 3

90

93.5

3 7

10

27 0

00

85 5

00

x392

3.8

550 0

00

6 6

00

15 0

00

363

17 0

00

430

2 1

40

92.7

3 3

10

20 3

00

75 3

00

x359

3.5

345 8

00

5 9

20

13 6

00

359

15 4

00

389

1 9

30

92.1

2 9

80

15 1

00

67 4

00

x329

3.2

442 0

00

5 3

60

12 4

00

357

14 0

00

349

1 7

40

91.1

2 6

90

11 6

00

60 0

00

x299

2.9

438 2

00

4 8

00

11 2

00

355

12 7

00

312

1 5

60

90.4

2 4

10

8 6

60

53 2

00

W

840

x251

2.4

631 9

00

3 8

60

9 0

00

348

10 3

00

129

884

63.6

1 3

80

7 3

50

22 1

00

x226

2.2

228 9

00

3 4

00

7 9

90

343

9 1

60

114

774

62.8

1 2

10

5 1

40

19 3

00

x210

2.0

726 8

00

3 1

10

7 3

40

340

8 4

30

103

700

61.8

1 1

00

4 0

50

17 3

00

x193

1.9

024 7

00

2 7

80

6 6

30

336

7 6

20

90.3

618

60.5

971

3 0

50

15 1

00

x176

1.7

322 4

00

2 4

60

5 9

00

331

6 8

10

78.2

536

59.1

844

2 2

20

13 0

00

W

760

x582

5.7

274 3

00

8 6

20

20 4

00

341

23 8

00

644

3 2

50

93.2

5 0

80

72 2

00

98 3

00

x484

4.7

661 8

00

6 9

90

17 0

00

336

19 5

00

517

2 6

50

91.4

4 1

20

42 8

00

76 8

00

x434

4.2

655 3

00

6 1

90

15 2

00

334

17 4

00

455

2 3

50

90.7

3 6

50

31 3

00

66 8

00

x389

3.8

249 6

00

5 4

50

13 6

00

332

15 5

00

399

2 0

70

89.8

3 2

10

22 5

00

57 8

00

x350

3.4

444 6

00

4 8

70

12 2

00

330

13 9

00

355

1 8

60

89.1

2 8

70

16 8

00

50 8

00

x314

3.0

940 2

00

4 2

90

10 9

00

327

12 3

00

316

1 6

40

88.7

2 5

40

11 8

00

44 7

00

x284

2.7

936 3

00

3 8

30

9 8

20

325

11 1

00

280

1 4

70

87.9

2 2

60

8 7

50

39 3

00

x257

2.5

432 9

00

3 4

30

8 8

80

323

9 9

70

250

1 3

10

87.2

2 0

20

6 5

10

34 8

00

W

760

x220

2.1

628 1

00

2 7

80

7 1

40

315

8 1

90

94.4

710

58.0

1 1

10

6 0

50

13 2

00

x196

1.9

325 1

00

2 4

00

6 2

40

309

7 1

70

81.7

610

57.1

959

4 0

40

11 3

00

x185

1.8

123 5

00

2 2

30

5 8

20

308

6 6

90

75.1

563

56.5

884

3 3

30

10 3

00

x173

1.7

022 1

00

2 0

60

5 4

00

305

6 2

10

68.7

515

55.7

810

2 6

90

9 4

20

x161

1.5

720 4

00

1 8

60

4 9

00

302

5 6

60

60.7

457

54.5

720

2 0

70

8 2

80

x147

1.4

418 7

00

1 6

60

4 4

10

298

5 1

00

52.9

399

53.1

631

1 5

60

7 1

60

x134

1.3

117 0

00

1 5

00

4 0

10

297

4 6

30

47.7

361

53.0

568

1 1

80

6 4

30

No

min

al d

ep

th in

mill

ime

tre

s a

nd

ma

ss in

kilo

gra

ms p

er

me

tre

6-4

2

Desig

nation

Dead

Load

Are

a

XX

Y Y

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

W S

HA

PE

S

W9

20

- W

76

0

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

Dis

tances

aT

kk

1d-2

t

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

mm

mm

381

381.5

9

51

310

43.9

24.4

143

820

66

33

863

3.0

9

2.7

8

W

36x256

345

345.2

9

43

308

39.9

22.1

143

820

62

31

863

3.0

7

2.7

7

W

36x232

313

312.8

9

32

309

34.5

21.1

144

819

56

31

863

3.0

6

2.7

5

W

36x210

289

288.6

9

27

308

32.0

19.4

144

819

54

30

863

3.0

5

2.7

4

W

36x194

271

271.7

9

23

307

30.0

18.4

144

819

52

30

863

3.0

4

2.7

3

W

36x182

253

253.7

9

19

306

27.9

17.3

144

820

50

29

863

3.0

3

2.7

2

W

36x170

238

238.3

9

15

305

25.9

16.5

144

820

48

29

863

3.0

2

2.7

1

W

36x160

223

224.3

9

11

304

23.9

15.9

144

820

46

28

863

3.0

1

2.7

0

W

36x150

201

201.3

9

03

304

20.1

15.2

144

819

42

28

863

2.9

9

2.6

9

W

36x135

527

528.2

9

03

409

53.1

29.5

190

754

75

35

797

3.3

8

2.9

7

W

33x354

473

473.8

8

93

406

48.0

26.4

190

754

70

33

797

3.3

6

2.9

5

W

33x318

433

433.8

8

85

404

43.9

24.4

190

754

65

32

797

3.3

4

2.9

3

W

33x291

392

392.2

8

77

401

39.9

22.1

189

754

61

31

797

3.3

1

2.9

1

W

33x263

359

359.9

8

68

403

35.6

21.1

191

754

57

31

797

3.3

1

2.9

0

W

33x241

329

330.0

8

62

401

32.4

19.7

191

754

54

30

797

3.2

9

2.8

9

W

33x221

299

299.9

8

55

400

29.2

18.2

191

754

51

29

797

3.2

7

2.8

7

W

33x201

251

250.6

8

59

292

31.0

17.0

138

753

53

29

797

2.8

5

2.5

6

W

33x169

226

226.6

8

51

294

26.8

16.1

139

754

49

28

797

2.8

5

2.5

5

W

33x152

210

210.8

8

46

293

24.4

15.4

139

754

46

28

797

2.8

3

2.5

4

W

33x141

193

193.5

8

40

292

21.7

14.7

139

753

44

28

797

2.8

2

2.5

3

W

33x130

176

176.0

8

35

292

18.8

14.0

139

754

41

27

797

2.8

1

2.5

2

W

33x118

582

582.9

8

43

396

62.0

34.5

181

676

84

37

719

3.2

0

2.8

1

W

30x391

484

485.3

8

23

390

52.1

29.0

181

676

74

35

719

3.1

5

2.7

6

W

30x326

434

434.4

8

13

387

47.0

25.9

181

676

69

33

719

3.1

2

2.7

4

W

30x292

389

389.2

8

03

385

41.9

23.6

181

676

63

32

719

3.1

0

2.7

1

W

30x261

350

350.3

7

95

382

38.1

21.1

180

676

60

31

719

3.0

8

2.6

9

W

30x235

314

315.3

7

86

384

33.4

19.7

182

676

55

30

719

3.0

7

2.6

8

W

30x211

284

284.8

7

79

382

30.1

18.0

182

676

52

29

719

3.0

5

2.6

7

W

30x191

257

258.5

7

73

381

27.1

16.6

182

676

49

28

719

3.0

4

2.6

6

W

30x173

220

220.2

7

79

266

30.0

16.5

125

675

52

29

719

2.5

9

2.3

2

W

30x148

196

196.8

7

70

268

25.4

15.6

126

676

47

28

719

2.5

8

2.3

1

W

30x132

185

184.8

7

66

267

23.6

14.9

126

675

45

28

719

2.5

7

2.3

0

W

30x124

173

173.6

7

62

267

21.6

14.4

126

675

43

28

719

2.5

6

2.3

0

W

30x116

161

160.4

7

58

266

19.3

13.8

126

676

41

27

719

2.5

5

2.2

9

W

30x108

147

147.1

7

53

265

17.0

13.2

126

675

39

27

719

2.5

4

2.2

7

W

30x99

134

133.2

7

50

264

15.5

11.9

126

675

37

26

719

2.5

3

2.2

7

W

30x90 6-4

3

Fla

nge

Thic

k-

ness

t

Web

Thic

k-

ness

w

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Imperial

Desig

nation

Tota

l

Min

us T

op

of

Top F

lange

Nom

inal

Mass

Theo-

retical

Mass

Depth

.....

......

d

Fla

nge

Wid

th

.....

b

t

w a

kk

k1 b

Td C

ISC

Ha

nd

bo

ok o

f S

tee

l C

on

str

uctio

n

Page 3: Properties of Sections

W S

HA

PE

S

W6

90

- W

61

0

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

Zx

I yS

yr y

Zy

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

10

9 m

m6

W

690

x802

7.8

7102 0

00

10 6

00

25 7

00

322

30 9

00

875

4 5

20

92.5

7 1

50

206 0

00

119 0

00

x548

5.3

869 9

00

6 7

30

17 4

00

310

20 4

00

543

2 9

20

88.1

4 5

70

70 7

00

68 2

00

x500

4.9

163 8

00

6 0

60

15 9

00

308

18 5

00

487

2 6

40

87.4

4 1

10

54 6

00

60 3

00

x457

4.4

958 4

00

5 4

70

14 5

00

306

16 8

00

439

2 3

90

86.7

3 7

20

42 3

00

53 6

00

x419

4.1

153 4

00

4 9

50

13 3

00

305

15 3

00

395

2 1

70

86.0

3 3

70

33 0

00

47 7

00

x384

3.7

749 0

00

4 4

90

12 2

00

303

14 0

00

357

1 9

70

85.3

3 0

50

25 7

00

42 6

00

x350

3.4

444 7

00

4 0

30

11 1

00

300

12 6

00

319

1 7

70

84.4

2 7

40

19 5

00

37 6

00

x323

3.1

841 3

00

3 7

10

10 3

00

300

11 7

00

294

1 6

40

84.4

2 5

30

15 7

00

34 4

00

x289

2.8

436 8

00

3 2

60

9 1

40

298

10 3

00

256

1 4

40

83.4

2 2

20

11 2

00

29 6

00

x265

2.6

133 8

00

2 9

20

8 2

70

294

9 3

30

231

1 2

90

82.7

1 9

90

8 3

40

26 4

00

x240

2.3

630 7

00

2 6

30

7 4

90

292

8 4

30

206

1 1

60

82.0

1 7

90

6 2

70

23 4

00

x217

2.1

527 9

00

2 3

60

6 7

90

291

7 6

10

185

1 0

40

81.5

1 6

10

4 7

20

20 8

00

W

690

x192

1.8

824 4

00

1 9

80

5 6

40

285

6 4

60

76.4

602

56.0

941

4 6

20

8 6

80

x170

1.6

721 6

00

1 7

00

4 9

10

280

5 6

20

66.2

517

55.3

809

3 0

50

7 4

10

x152

1.4

919 4

00

1 5

10

4 3

80

279

5 0

00

57.8

455

54.6

710

2 2

00

6 4

20

x140

1.3

717 8

00

1 3

60

3 9

80

276

4 5

50

51.7

407

53.9

636

1 6

70

5 7

20

x125

1.2

316 0

00

1 1

90

3 5

00

272

4 0

10

44.1

349

52.5

546

1 1

80

4 8

30

W

610

x551

5.4

170 2

00

5 5

70

15 7

00

282

18 6

00

484

2 7

90

83.0

4 3

80

83 8

00

49 9

00

x498

4.8

963 5

00

4 9

50

14 2

00

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Page 4: Properties of Sections

W S

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1

W

21x93

123

123.2

5

44

212

21.2

13.1

99

468

38

22

502

1.9

1

1.7

0

W

21x83

109

109.0

5

39

211

18.8

11.6

100

468

36

21

501

1.9

0

1.6

9

W

21x73

101

101.4

5

37

210

17.4

10.9

100

469

34

21

502

1.8

9

1.6

8

W

21x68

92

92.5

5

33

209

15.6

10.2

99

468

32

20

502

1.8

8

1.6

7

W

21x62

82

82.1

5

28

209

13.3

9.5

100

468

30

20

501

1.8

7

1.6

6

W

21x55

72

71.6

5

24

207

10.9

8.9

99

469

28

20

502

1.8

6

1.6

5

W

21x48

85

84.7

5

35

166

16.5

10.3

78

469

33

20

502

1.7

1

1.5

5

W

21x57

74

74.7

5

29

166

13.6

9.7

78

468

30

20

502

1.7

0

1.5

4

W

21x50

66

65.7

5

25

165

11.4

8.9

78

469

28

20

502

1.6

9

1.5

3

W

21x44

260

260.0

5

09

289

40.4

22.6

133

385

62

32

428

2.1

3

1.8

4

W

18x175

235

234.8

5

01

287

36.6

20.6

133

384

58

31

428

2.1

1

1.8

2

W

18x158

213

212.8

4

95

285

33.5

18.5

133

384

55

30

428

2.0

9

1.8

1

W

18x143

193

193.3

4

89

283

30.5

17.0

133

384

52

29

428

2.0

8

1.7

9

W

18x130

177

177.3

4

82

286

26.9

16.6

135

385

49

29

428

2.0

7

1.7

9

W

18x119

158

157.7

4

76

284

23.9

15.0

135

385

46

28

428

2.0

6

1.7

7

W

18x106

144

144.6

4

72

283

22.1

13.6

135

384

44

27

428

2.0

5

1.7

7

W

18x97

128

128.4

4

67

282

19.6

12.2

135

384

41

26

428

2.0

4

1.7

6

W

18x86

113

113.1

4

63

280

17.3

10.8

135

385

39

26

428

2.0

2

1.7

4

W

18x76

106

105.8

4

69

194

20.6

12.6

91

394

37

22

428

1.6

9

1.4

9

W

18x71

97

96.6

4

66

193

19.0

11.4

91

395

36

21

428

1.6

8

1.4

9

W

18x65

89

89.3

4

63

192

17.7

10.5

91

394

34

20

428

1.6

7

1.4

8

W

18x60

82

81.9

4

60

191

16.0

9.9

91

395

33

20

428

1.6

6

1.4

7

W

18x55

74

74.2

4

57

190

14.5

9.0

91

395

31

20

428

1.6

6

1.4

7

W

18x50

67

67.2

4

54

190

12.7

8.5

91

395

29

19

429

1.6

5

1.4

6

W

18x45

61

60.0

4

50

189

10.8

8.1

90

395

28

19

428

1.6

4

1.4

5

W

18x41 6-4

7

Nom

inal

Mass

Theo-

retical

Mass

Depth

.....

......

d

Fla

nge

Wid

th

.....

b

Fla

nge

Thic

k-

ness

t

Web

Thic

k-

ness

w

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Imperial

Desig

nation

Tota

l

Min

us T

op

of

Top F

lange

t

w a

kk

k1 b

Td C

ISC

Ha

nd

bo

ok o

f S

tee

l C

on

str

uctio

n

Page 5: Properties of Sections

W S

HA

PE

S

W4

60

- W

36

0

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

Zx

I yS

yr y

Zy

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

10

9 m

m6

W

460

x68

0.6

72

8 7

30

297

1 2

90

184

1 4

90

9.4

1

122

32.8

192

509

463

x60

0.5

84

7 5

90

255

1 1

20

183

1 2

80

7.9

6

104

32.4

163

335

388

x52

0.5

10

6 6

30

212

943

179

1 0

90

6.3

4

83.4

30.9

131

210

306

W

410

x149

1.4

819 2

00

625

2 9

00

180

3 2

80

77.7

586

63.6

902

3 4

20

3 2

00

x132

1.3

117 0

00

545

2 5

60

179

2 8

90

67.4

513

62.9

788

2 4

10

2 7

30

x114

1.1

414 8

00

468

2 2

30

178

2 4

90

57.3

439

62.3

673

1 6

10

2 3

00

x100

0.9

92

12 9

00

404

1 9

50

177

2 1

60

49.6

381

62.0

583

1 0

90

1 9

60

W

410

x85

0.8

34

10 8

00

315

1 5

10

171

1 7

30

18.0

199

40.8

310

926

717

x74

0.7

35

9 5

50

275

1 3

30

170

1 5

10

15.6

173

40.4

269

637

614

x67

0.6

62

8 6

00

246

1 2

00

169

1 3

60

13.8

154

40.0

239

469

540

x60

0.5

84

7 5

80

216

1 0

60

169

1 1

90

12.0

135

39.9

209

328

468

x54

0.5

24

6 8

10

186

924

165

1 0

50

10.1

114

38.5

177

226

388

W

410

x46

0.4

54

5 8

90

156

773

163

885

5.1

4

73.4

29.5

115

192

197

x39

0.3

85

4 9

90

127

634

159

730

4.0

4

57.7

28.4

90.6

111

154

W

360

x1086

10.7

139 0

00

5 9

60

20 9

00

207

27 2

00

1 9

60

8 6

50

119

13 4

00

605 0

00

96 7

00

x990

9.7

2126 0

00

5 1

90

18 9

00

203

24 3

00

1 7

30

7 7

40

117

12 0

00

469 0

00

82 0

00

x900

8.8

5115 0

00

4 5

00

17 0

00

198

21 6

00

1 5

30

6 9

40

116

10 7

00

364 0

00

69 2

00

x818

8.0

3104 0

00

3 9

20

15 3

00

194

19 3

00

1 3

60

6 2

00

114

9 5

60

279 0

00

58 9

00

x744

7.3

094 8

00

3 4

20

13 7

00

190

17 2

00

1 2

00

5 5

50

112

8 5

50

214 0

00

50 2

00

x677

6.6

586 3

00

2 9

90

12 4

00

186

15 3

00

1 0

70

4 9

90

111

7 6

80

165 0

00

43 1

00

W

360

x634

6.2

280 8

00

2 7

40

11 6

00

184

14 2

00

983

4 6

30

110

7 1

20

138 0

00

38 7

00

x592

5.8

175 5

00

2 5

00

10 8

00

182

13 1

00

902

4 2

80

109

6 5

70

114 0

00

34 8

00

x551

5.4

070 1

00

2 2

60

9 9

40

180

12 1

00

825

3 9

50

108

6 0

50

92 5

00

31 0

00

x509

5.0

064 9

00

2 0

50

9 1

70

178

11 0

00

754

3 6

30

108

5 5

50

74 0

00

27 7

00

x463

4.5

459 0

00

1 8

00

8 2

80

175

9 8

80

670

3 2

50

107

4 9

80

56 5

00

23 9

00

x421

4.1

453 7

00

1 6

00

7 5

10

172

8 8

80

601

2 9

40

106

4 4

90

43 4

00

20 8

00

x382

3.7

548 7

00

1 4

10

6 7

90

170

7 9

70

536

2 6

40

105

4 0

30

32 9

00

18 2

00

x347

3.4

044 2

00

1 2

50

6 1

40

168

7 1

40

481

2 3

80

104

3 6

30

24 8

00

15 9

00

x314

3.0

739 9

00

1 1

00

5 5

30

166

6 3

70

426

2 1

20

103

3 2

40

18 5

00

13 8

00

x287

2.8

236 6

00

997

5 0

70

165

5 8

10

388

1 9

40

103

2 9

60

14 5

00

12 3

00

x262

2.5

833 5

00

894

4 6

20

163

5 2

60

350

1 7

60

102

2 6

80

11 1

00

11 0

00

x237

2.3

230 1

00

788

4 1

50

162

4 6

90

310

1 5

70

102

2 3

90

8 1

90

9 5

00

x216

2.1

227 6

00

712

3 7

90

161

4 2

60

283

1 4

30

101

2 1

80

6 3

30

8 5

20

No

min

al d

ep

th in

mill

ime

tre

s a

nd

ma

ss in

kilo

gra

ms p

er

me

tre

6-4

8

Desig

nation

Dead

Load

Are

a

Wh

en

su

bje

ct

to t

en

sio

n,

bo

lte

d c

on

ne

ctio

ns

are

pre

ferr

ed

fo

r th

ese

se

ctio

ns.

XX

Y Y

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

W S

HA

PE

S

W4

60

- W

36

0

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

Dis

tances

aT

kk

1d-2

t

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

mm

mm

68

68.5

4

59

154

15.4

9.1

72

395

32

20

428

1.5

2

1.3

6

W

18x46

60

59.6

4

55

153

13.3

8.0

73

395

30

19

428

1.5

1

1.3

5

W

18x40

52

52.0

4

50

152

10.8

7.6

72

395

28

19

428

1.4

9

1.3

4

W

18x35

149

150.8

4

31

265

25.0

14.9

125

337

47

28

381

1.8

9

1.6

3

W

16x100

132

133.6

4

25

263

22.2

13.3

125

337

44

27

381

1.8

8

1.6

1

W

16x89

114

116.0

4

20

261

19.3

11.6

125

338

41

26

381

1.8

6

1.6

0

W

16x77

100

101.1

4

15

260

16.9

10.0

125

338

39

25

381

1.8

5

1.5

9

W

16x67

85

85.0

4

17

181

18.2

10.9

85

347

35

21

381

1.5

4

1.3

6

W

16x57

74

74.9

4

13

180

16.0

9.7

85

348

33

20

381

1.5

3

1.3

5

W

16x50

67

67.5

4

10

179

14.4

8.8

85

348

31

20

381

1.5

2

1.3

4

W

16x45

60

59.5

4

07

178

12.8

7.7

85

348

30

19

381

1.5

1

1.3

3

W

16x40

54

53.4

4

03

177

10.9

7.5

85

348

28

19

381

1.5

0

1.3

2

W

16x36

46

46.2

4

03

140

11.2

7.0

67

347

28

19

381

1.3

5

1.2

1

W

16x31

39

39.2

3

99

140

8.8

6.4

67

348

26

18

381

1.3

5

1.2

1

W

16x26

1 0

86

1 0

87.9

5

69

454

125.0

78.0

188

256

157

69

319

2.8

0

2.3

4

W

14x730

990

991.0

5

50

448

115.0

71.9

188

257

147

66

320

2.7

5

2.3

0

W

14x665

900

902.2

5

31

442

106.0

65.9

188

256

138

63

319

2.7

0

2.2

6

W

14x605

818

819.0

5

14

437

97.0

60.5

188

257

129

60

320

2.6

6

2.2

2

W

14x550

744

744.3

4

98

432

88.9

55.6

188

257

120

58

320

2.6

1

2.1

8

W

14x500

677

677.8

4

83

428

81.5

51.2

188

257

113

56

320

2.5

8

2.1

5

W

14x455

634

634.3

4

74

424

77.1

47.6

188

257

109

54

320

2.5

5

2.1

2

W

14x426

592

592.6

4

65

421

72.3

45.0

188

257

104

53

320

2.5

2

2.1

0

W

14x398

551

550.6

4

55

418

67.6

42.0

188

257

99

51

320

2.5

0

2.0

8

W

14x370

509

509.5

4

46

416

62.7

39.1

188

258

94

50

321

2.4

8

2.0

6

W

14x342

463

462.8

4

35

412

57.4

35.8

188

257

89

48

320

2.4

5

2.0

3

W

14x311

421

421.7

4

25

409

52.6

32.8

188

257

84

46

320

2.4

2

2.0

1

W

14x283

382

382.4

4

16

406

48.0

29.8

188

257

80

45

320

2.4

0

1.9

9

W

14x257

347

347.0

4

07

404

43.7

27.2

188

257

75

44

320

2.3

8

1.9

7

W

14x233

314

313.4

3

99

401

39.6

24.9

188

257

71

42

320

2.3

5

1.9

5

W

14x211

287

287.6

3

93

399

36.6

22.6

188

257

68

41

320

2.3

4

1.9

4

W

14x193

262

262.7

3

87

398

33.3

21.1

188

257

65

41

320

2.3

2

1.9

3

W

14x176

237

236.3

3

80

395

30.2

18.9

188

257

62

39

320

2.3

0

1.9

1

W

14x159

216

216.3

3

75

394

27.7

17.3

188

257

59

39

320

2.2

9

1.9

0

W

14x145

6-4

9

Web

Thic

k-

ness

w

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Imperial

Desig

nation

Tota

l

Min

us T

op

of

Top F

lange

Theo-

retical

Mass

Depth

.....

......

d

Fla

nge

Wid

th

.....

b

Fla

nge

Thic

k-

ness

t

Nom

inal

Mass

t

w a

kk

k1 b

Td C

ISC

Ha

nd

bo

ok o

f S

tee

l C

on

str

uctio

n

Page 6: Properties of Sections

W S

HA

PE

S

W3

60

- W

31

0

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

Zx

I yS

yr y

Zy

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

10

9 m

m6

W

360

x196

1.9

325 0

00

636

3 4

20

159

3 8

40

229

1 2

20

95.5

1 8

60

5 1

40

6 8

30

x179

1.7

622 8

00

575

3 1

20

159

3 4

80

207

1 1

10

95.2

1 6

80

3 9

10

6 1

20

x162

1.5

920 6

00

516

2 8

30

158

3 1

40

186

1 0

00

94.8

1 5

20

2 9

40

5 4

30

x147

1.4

518 8

00

463

2 5

70

157

2 8

40

167

904

94.3

1 3

70

2 2

30

4 8

40

x134

1.3

117 1

00

415

2 3

30

156

2 5

60

151

817

94.0

1 2

40

1 6

80

4 3

10

W

360

x122

1.1

915 5

00

365

2 0

10

154

2 2

70

61.5

478

63.0

732

2 1

10

1 7

90

x110

1.0

814 0

00

331

1 8

40

154

2 0

60

55.7

435

63.0

664

1 6

00

1 6

10

x101

0.9

93

12 9

00

301

1 6

90

153

1 8

80

50.6

397

62.7

605

1 2

50

1 4

50

x91

0.8

91

11 6

00

267

1 5

10

152

1 6

80

44.8

353

62.3

538

914

1 2

70

W

360

x79

0.7

77

10 1

00

226

1 2

80

150

1 4

30

24.2

236

48.9

362

811

687

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Page 7: Properties of Sections

W S

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PE

S

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PR

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Axis

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11.9

123

191

36

21

225

1.5

3

1.2

8

W

10x68

89

89.6

2

60

256

17.3

10.7

123

192

34

21

225

1.5

2

1.2

7

W

10x60

80

80.1

2

56

255

15.6

9.4

123

191

32

20

225

1.5

1

1.2

6

W

10x54

73

72.9

2

53

254

14.2

8.6

123

191

31

20

225

1.5

0

1.2

5

W

10x49

67

67.1

2

57

204

15.7

8.9

98

192

32

20

226

1.3

1

1.1

1

W

10x45

58

58.2

2

52

203

13.5

8.0

98

192

30

19

225

1.3

0

1.1

0

W

10x39

49

49.0

2

47

202

11.0

7.4

97

192

28

19

225

1.2

9

1.0

9

W

10x33

45

44.9

2

66

148

13.0

7.6

70

212

27

17

240

1.1

1

0.9

61

W

10x30

39

38.7

2

62

147

11.2

6.6

70

211

25

16

240

1.1

0

0.9

52

W

10x26

33

32.7

2

58

146

9.1

6.1

70

211

23

16

240

1.0

9

0.9

42

W

10x22

24

24.4

2

53

145

6.4

5.0

70

212

21

15

240

1.0

8

0.9

31

W

10x16

28

28.5

2

60

102

10.0

6.4

48

215

23

14

240

0.9

15

0.8

13

W

10x19

25

25.3

2

57

102

8.4

6.1

48

215

21

14

240

0.9

10

0.8

08

W

10x17

22

22.4

2

54

102

6.9

5.8

48

215

20

14

240

0.9

04

0.8

02

W

10x15

18

17.9

2

51

101

5.3

4.8

48

215

18

14

240

0.8

96

0.7

95

W

10x12 6-5

3

Web

Thic

k-

ness

w

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Imperial

Desig

nation

Tota

l

Min

us T

op

of

Top F

lange

Theo-

retical

Mass

Depth

.....

......

d

Fla

nge

Wid

th

.....

b

Fla

nge

Thic

k-

ness

t

Nom

inal

Mass

t

w a

kk

k1 b

Td C

ISC

Ha

nd

bo

ok o

f S

tee

l C

on

str

uctio

n

Page 8: Properties of Sections

W S

HA

PE

S

W2

00

- W

10

0

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

Zx

I yS

yr y

Zy

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

10

9 m

m6

W

200

x100

0.9

76

12 7

00

113

989

94.5

1 1

50

36.6

349

53.8

533

2 0

90

386

x86

0.8

51

11 0

00

94.7

853

92.6

981

31.4

300

53.3

458

1 3

90

318

x71

0.7

01

9 1

00

76.6

709

91.7

803

25.4

246

52.8

375

817

250

x59

0.5

82

7 5

60

61.1

582

89.9

653

20.4

199

52.0

303

463

196

x52

0.5

12

6 6

50

52.7

512

89.0

569

17.8

175

51.8

266

323

167

x46

0.4

51

5 8

60

45.4

448

88.1

495

15.3

151

51.2

229

220

141

W

200

x42

0.4

09

5 3

10

40.9

399

87.7

445

9.0

0

108

41.2

165

222

84.0

x36

0.3

52

4 5

70

34.4

342

86.7

379

7.6

4

92.6

40.9

141

145

69.6

W

200

x31

0.3

08

4 0

00

31.4

299

88.6

335

4.1

0

61.1

32.0

93.8

1

19

40.9

x27

0.2

61

3 3

90

25.8

249

87.3

279

3.3

0

49.6

31.2

76.1

71.3

32.5

x21†

0.2

08

2 7

00

19.8

195

85.5

217

2.5

1

37.8

30.5

58.0

35.6

24.3

W

200

x22

0.2

20

2 8

60

20.0

194

83.6

222

1.4

2

27.8

22.3

43.7

56.6

13.9

x19

0.1

91

2 4

80

16.6

163

81.7

187

1.1

5

22.6

21.6

35.6

36.2

11.1

x15

0.1

47

1 9

00

12.7

127

81.8

145

0.8

69

17.4

21.4

27.1

17.6

8.2

4

W

150

x37

0.3

66

4 7

50

22.3

275

68.5

311

7.0

7

91.8

38.6

140

197

40.0

x30

0.2

93

3 8

10

17.2

219

67.2

245

5.5

6

72.6

38.2

111

103

30.3

x22

0.2

20

2 8

60

12.1

160

65.1

177

3.8

7

50.9

36.8

77.6

43.4

20.4

W

150

x24

0.2

35

3 0

60

13.4

168

66.3

192

1.8

3

35.8

24.4

55.3

93.1

10.2

x18

0.1

76

2 2

90

9.1

7

120

63.3

136

1.2

6

24.7

23.5

38.3

37.4

6.7

0

x14

0.1

33

1 7

30

6.8

7

91.6

63.0

103

0.9

18

18.4

23.0

28.3

17.1

4.7

9

x13

0.1

24

1 6

10

6.1

3

82.8

61.7

93.0

0.8

18

16.4

22.5

25.3

13.6

4.1

9

W

130

x28

0.2

77

3 5

90

11.0

168

55.3

191

3.8

1

59.6

32.6

90.8

1

31

13.8

x24

0.2

33

3 0

20

8.8

4

139

54.1

157

3.1

1

49.0

32.1

74.6

79.1

10.8

W

100

x19

0.1

91

2 4

80

4.7

7

89.9

43.9

103

1.6

1

31.2

25.5

48.0

63.6

3.7

9

No

min

al d

ep

th in

mill

ime

tre

s a

nd

ma

ss in

kilo

gra

ms p

er

me

tre

† C

he

ck a

va

ilab

ility

6-5

4

Desig

nation

Dead

Load

Are

a

XX

Y Y

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

W S

HA

PE

S

W2

00

- W

10

0

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

Dis

tances

aT

kk

1d-2

t

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

mm

mm

100

99.5

2

29

210

23.7

14.5

98

148

40

22

182

1.2

7

1.0

6

W

8x67

86

86.7

2

22

209

20.6

13.0

98

147

37

22

181

1.2

5

1.0

5

W

8x58

71

71.5

2

16

206

17.4

10.2

98

148

34

20

181

1.2

4

1.0

3

W

8x48

59

59.3

2

10

205

14.2

9.1

98

148

31

20

182

1.2

2

1.0

2

W

8x40

52

52.2

2

06

204

12.6

7.9

98

147

29

19

181

1.2

1

1.0

1

W

8x35

46

46.0

2

03

203

11.0

7.2

98

148

28

19

181

1.2

0

1.0

0

W

8x31

42

41.7

2

05

166

11.8

7.2

79

156

24

15

181

1.0

6

0.8

94

W

8x28

36

35.9

2

01

165

10.2

6.2

79

155

23

14

181

1.0

5

0.8

85

W

8x24

31

31.4

2

10

134

10.2

6.4

64

167

22

13

190

0.9

43

0.8

09

W

8x21

27

26.6

2

07

133

8.4

5.8

64

167

20

13

190

0.9

34

0.8

01

W

8x18

21

21.2

2

03

133

6.4

5.0

64

167

18

13

190

0.9

28

0.7

95

W

8x14

22

22.4

2

06

102

8.0

6.2

48

167

20

13

190

0.8

08

0.7

06

W

8x15

19

19.4

2

03

102

6.5

5.8

48

167

18

13

190

0.8

02

0.7

00

W

8x13

15

15.0

2

00

100

5.2

4.3

48

167

17

12

190

0.7

91

0.6

91

W

8x10

37

37.3

1

62

154

11.6

8.1

73

116

23

14

139

0.9

24

0.7

70

W

6x25

30

29.9

1

57

153

9.3

6.6

73

115

21

13

138

0.9

13

0.7

60

W

6x20

22

22.5

1

52

152

6.6

5.8

73

116

18

13

139

0.9

00

0.7

48

W

6x15

24

24.0

1

60

102

10.3

6.6

48

116

22

13

139

0.7

15

0.6

13

W

6x16

18

18.0

1

53

102

7.1

5.8

48

116

19

13

139

0.7

02

0.6

00

W

6x12

14

13.6

1

50

100

5.5

4.3

48

116

17

12

139

0.6

91

0.5

91

W

6x9

13

12.6

1

48

100

4.9

4.3

48

115

16

12

138

0.6

87

0.5

87

W

6x8.5

28

28.2

1

31

128

10.9

6.9

61

91

20

11

109

0.7

60

0.6

32

W

5x19

24

23.7

1

27

127

9.1

6.1

60

91

18

11

109

0.7

50

0.6

23

W

5x16

19

19.4

1

06

103

8.8

7.1

48

69

18

12

88

0.6

10

0.5

07

W

4x13 6

-55

Web

Thic

k-

ness

w

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Imperial

Desig

nation

Tota

l

Min

us T

op

of

Top F

lange

Theo-

retical

Mass

Depth

.....

......

d

Fla

nge

Wid

th

.....

b

Fla

nge

Thic

k-

ness

t

Nom

inal

Mass

t

w a

kk

k1 b

Td CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 9: Properties of Sections

HP

SH

AP

ES

PR

OP

ER

TIE

S

I xS

xr x

Zx

I yS

yr y

Zy

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

10

9m

m6

H

P3

60

x1

74

1.7

12

2 2

00

5

08

2 8

20

1

52

3 1

80

1

84

9

73

91

.1

1 4

90

3

31

0

5

33

0

x1

52

1.4

91

9 4

00

4

39

2 4

70

1

50

2 7

70

1

59

8

45

90

.5

1 2

90

2

24

0

4

54

0

x1

32

1.3

01

6 8

00

3

75

2 1

40

1

49

2 3

80

1

35

7

24

89

.6

1 1

10

1

49

0

3

80

0

x1

08

1.0

61

3 8

00

3

03

1 7

50

1

48

1 9

40

1

08

5

85

88

.6

89

1

83

2

3

00

0

H

P3

10

x1

25

1.2

21

5 9

00

2

70

1 7

30

1

30

1 9

60

8

8.2

5

66

74

.5

87

0

1 7

60

1 9

10

x1

10

1.0

81

4 1

00

2

37

1 5

40

1

30

1 7

30

7

7.1

4

97

74

.0

76

3

1 2

40

1 6

50

x9

4 0

.91

61

1 9

00

1

96

1 3

00

1

29

1 4

50

6

3.9

4

15

73

.3

63

5

76

4

1

34

0

x7

9 0

.76

89

98

0

16

3

1

09

0

12

8

1

21

0

52

.6

34

4

7

2.6

5

25

4

60

1 0

90

H

P2

50

x8

5 0

.83

71

0 9

00

1

23

96

8

10

6

1

09

0

42

.3

32

5

6

2.3

5

00

8

29

60

6

x6

2 0

.61

47

98

0

87

.5

71

1

10

5

7

92

3

0.0

2

34

61

.3

35

8

33

9

4

15

H

P2

00

x5

4 0

.52

56

82

0

49

.8

48

8

85

.5

55

2

16

.7

16

2

4

9.5

2

49

3

21

15

5

‡N

om

inal d

ep

th in

mill

imetr

es a

nd m

ass in k

ilogra

ms p

er

metr

e

6-5

6

Desig

nation

Dead

Load

Are

a

Axis

X-X

Tors

ional

Consta

nt

Warp

ing

Consta

nt

Axis

Y-Y

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

HP

SH

AP

ES

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

Depth

F

lange

Wid

th

db

aT

kk

1d

-2t

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

mm

mm

17

4

1

73

.9

36

1

3

78

20

.4

20

.4

17

9

28

8

37

25

32

0

2.1

9

1.8

2

H

P1

4x1

17

15

2

1

52

.2

35

6

3

76

17

.9

17

.9

17

9

28

8

34

24

32

0

2.1

8

1.8

0

H

P1

4x1

02

13

2

1

32

.1

35

1

3

73

15

.6

15

.6

17

9

28

7

32

23

32

0

2.1

6

1.7

9

H

P1

4x8

9

10

8

1

08

.1

34

6

3

70

12

.8

12

.8

17

9

28

8

29

22

32

0

2.1

5

1.7

8

H

P1

4x7

3

12

5

1

24

.7

31

2

3

12

17

.4

17

.4

14

7

24

5

34

24

27

7

1.8

4

1.5

3

H

P1

2x8

4

11

0

1

10

.5

30

8

3

10

15

.5

15

.4

14

7

24

5

32

23

27

7

1.8

3

1.5

2

H

P1

2x7

4

94

93

.4

30

3

3

08

13

.1

13

.1

14

7

24

4

29

22

27

7

1.8

1

1.5

0

H

P1

2x6

3

79

78

.3

29

9

3

06

11

.0

11

.0

14

8

24

5

27

21

27

7

1.8

0

1.4

9

H

P1

2x5

3

85

85

.3

25

4

2

60

14

.4

14

.4

12

3

19

3

31

22

22

5

1.5

2

1.2

6

H

P1

0x5

7

62

62

.6

24

6

2

56

10

.7

10

.5

12

3

19

2

27

20

22

5

1.5

0

1.2

4

H

P1

0x4

2

54

53

.5

20

4

2

07

11

.3

11

.3

98

1

49

2

8

2

1

1

81

1

.21

1

.01

HP

8x3

6 6-5

7

Fla

nge

Thic

k-

ness

t

Theo-

retical

Mass

Min

us T

op

of

Top F

lange

Web

Thic

k-

ness

w

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Tota

l

Imperial

Desig

nation

Dis

tances

Nom

inal

Mass

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 10: Properties of Sections

M S

HA

PE

S

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

I xS

xr x

Zx

I yS

yr y

Zy

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

10

9m

m6

M

310

x17.6

0.1

73

2 2

40

30.1

197

116

235

0.4

53

11.6

14.2

18.8

20.8

10.1

x16.1

0.1

59

2 0

60

27.7

182

116

216

0.4

21

10.8

14.3

17.4

16.3

9.3

9

x14.9

0.1

47

1 9

10

25.8

170

116

201

0.4

40

10.6

15.2

16.9

12.1

9.8

5

M

250

x13.4

0.1

32

1 7

10

16.2

127

97.2

151

0.2

74

8.0

5

12.7

13.0

13.1

4.2

4

x11.9

0.1

18

1 5

30

14.4

114

96.9

134

0.2

42

7.1

2

12.6

11.4

9.3

5

3.7

3

x11.2

0.1

10

1 4

30

13.7

108

97.9

127

0.2

31

6.8

0

12.7

10.8

7.7

7

3.6

0

M

200

x9.7

0.0

95 0

1 2

30

7.7

0

75.9

79.0

88.9

0

.157

5.4

0

11.3

8.6

3

7.6

7

1.5

4

x9.2

0.0

90 7

1 1

80

7.3

0

71.9

78.7

84.4

0

.147

5.0

7

11.2

8.1

0

6.4

8

1.4

5

M

150

x6.6

0.0

64 2

8

34

2.9

9

39.3

59.8

45.7

0

.074 7

3.1

8

9.4

75.0

5

4.1

0

0.4

07

x5.5

0.0

54 3

7

06

2.4

8

33.0

59.3

38.3

0

.073 1

2.8

7

10.2

4.5

2

2.2

1

0.3

94

M

130

x28.1

0.2

76

3 5

80

10.0

158

52.9

181

3.2

9

51.8

30.3

82.3

142

11.1

M

100

x8.9

0.0

87 6

1 1

40

2.0

0

41.2

41.9

45.6

0

.624

12.9

23.4

19.5

7.6

3

1.3

5

‡N

om

ina

l d

ep

th in

mill

ime

tre

s a

nd

ma

ss in

kilo

gra

ms p

er

me

tre

No

te:

Th

ese

sh

ap

es a

re n

ot

ava

ilab

le f

rom

Ca

na

dia

n m

ills.

Th

ey h

ave

be

en

so

ft-c

on

ve

rte

d f

rom

Im

pe

ria

l to

SI

dim

en

sio

ns.

6-5

8

Desig

nation

Dead

Load

Are

a

Tors

ional

Consta

nt

Warp

ing

Consta

nt

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

M S

HA

PE

S

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

aT

kk

1

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

mm

17.6

17.6

305

78

5.7

4.5

37

277

14

9

0.9

13

0.8

35

M

12x11.8

16.1

16.2

304

78

5.3

4.1

37

276

14

9

0.9

12

0.8

34

M

12x10.8

14.9

15.0

304

83

4.6

3.8

40

280

12

8

0.9

32

0.8

49

M

12x10

13.4

13.4

254

68

5.2

4.0

32

226

14

9

0.7

72

0.7

04

M

10x9

11.9

12.0

253

68

4.6

3.6

32

227

13

9

0.7

71

0.7

03

M

10x8

11.2

11.2

254

68

4.4

3.3

32

232

11

7

0.7

73

0.7

05

M

10x7.5

9.7

9.7

203

58

4.8

3.4

27

175

14

9

0.6

31

0.5

73

M

8x6.5

9.2

9.2

203

58

4.5

3.3

27

183

10

6

0.6

31

0.5

73

M

8x6.2

6.6

6.5

152

47

4.3

2.9

22

134

9

5

0.4

86

0.4

39

M

6x4.4

5.5

5.5

150

51

3.3

2.5

24

134

8

5

0.4

99

0.4

48

M

6x3.7

28.1

28.1

127

127

10.6

8.0

60

83

22

13

0.7

46

0.6

19

M

5x18.9

8.9

8.9

97

97

4.1

3.3

47

71

13

9

0.5

75

0.4

78

M

4x6

6-5

9

Theo-

retical

Mass

Fla

nge

Wid

th

Fla

nge

Thic

k-

ness

Web

Thic

k-

ness

Depth

Nom

inal

Mass

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Tota

lM

inus T

op

of

Top F

lange

Imperial

Desig

nation

db

tw

Dis

tances

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 11: Properties of Sections

SU

PE

R-L

IGH

T B

EA

MS

SL

B1

00

- S

LB

55

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

I xS

xr x

Zx

I yS

yr y

Zy

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

10

9m

m6

S

LB

100

x

5.4

0

.053 5

6

95

1.1

7

23.1

41.1

26.4

0.0

99 1

3.4

6

11.9

5.4

9

2.8

6

0.2

39

x

5.1

0

.050 3

6

53

1.1

7

23.0

42.3

25.9

0.1

04

3.6

4

12.6

5.6

8

2.5

0

0.2

51

x

4.8

0

.047 4

6

15

1.1

1

21.9

42.5

24.5

0.0

98 8

3.4

6

12.7

5.3

7

2.1

2

0.2

39

S

LB

75

x

5.6

0

.054 9

7

13

0.7

57

19.7

32.6

22.1

0.1

31

4.5

9

13.6

7.0

8

4.4

4

0.1

73

x

4.5

0

.044 5

5

77

0.6

14

16.1

32.6

17.9

0.1

07

3.7

3

13.6

5.7

4

2.2

8

0.1

41

x

4.3

0

.042 1

5

47

0.5

81

15.3

32.6

16.9

0.0

99 4

3.4

8

13.5

5.3

6

1.9

2

0.1

32

x

3.8

0

.037 1

4

82

0.4

98

13.1

32.1

14.6

0.0

64 9

2.5

6

11.6

3.9

6

1.5

1

0.0

86 8

S

LB

55

x

6.4

0

.063 0

8

18

0.4

98

17.4

24.7

19.6

0.2

68

7.6

7

18.1

11.7

6.1

2

0.1

84

No

min

al d

ep

th in

mill

ime

tre

s a

nd

ma

ss in

kilo

gra

ms p

er

me

tre

6-6

0

Desig

nation

Dead

Load

Are

a

Tors

ional

Consta

nt

Warp

ing

Consta

nt

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

SU

PE

R-L

IGH

T B

EA

MS

SL

B1

00

- S

LB

55

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

aT

kk

1

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

mm

5.4

5.4

5

101.6

57.2

3.2

8

3.1

8

27

81

10

6

0.4

26

0.3

68

SLB

4x3.6

4

5.1

5.1

2

101.6

57.2

3.4

5

2.5

4

27

80

11

6

0.4

27

0.3

70

SLB

4x3.4

5

4.8

4.8

3

101.6

57.2

3.2

8

2.3

4

27

81

10

6

0.4

27

0.3

70

SLB

4x3.2

0

5.6

5.5

9

77.0

57.2

4.3

2

2.7

9

27

52

12

7

0.3

77

0.3

20

SLB

3x3.7

5

4.5

4.5

3

76.2

57.2

3.5

3

2.2

9

27

55

10

5

0.3

77

0.3

19

SLB

3x3.0

5

4.3

4.2

9

76.2

57.2

3.3

0

2.2

1

27

56

10

5

0.3

77

0.3

20

SLB

3x2.9

0

3.8

3.7

8

76.2

50.8

3.0

7

2.2

1

24

57

10

5

0.3

51

0.3

00

SLB

3x2.5

4

6.4

6.4

2

57.2

69.9

4.8

5

2.5

4

34

32

13

6

0.3

89

0.3

19

SLB

2.2

5x4.3

0

6-6

1

Theo-

retical

Mass

Fla

nge

Wid

th

Fla

nge

Thic

k-

ness

Web

Thic

k-

ness

Depth

Nom

inal

Mass

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Tota

lM

inus T

op

of

Top F

lange

Imperial

Desig

nation

db

tw

Dis

tances

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 12: Properties of Sections

S S

HA

PE

S

S6

10

- S

20

0

PR

OP

ER

TIE

S

I xS

xr x

Zx

I yS

yr y

Zy

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

10

9m

m6

S

610

x180

1.7

722 9

00

1 3

10

4 2

20

239

5 0

20

33.9

332

38.5

592

5 3

30

2 9

90

x158

1.5

520 1

00

1 2

20

3 9

40

247

4 5

80

31.6

316

39.7

545

4 2

10

2 7

90

S

610

x149

1.4

619 0

00

997

3 2

70

229

3 9

40

19.7

214

32.2

393

3 1

60

1 7

00

x134

1.3

217 1

00

940

3 0

80

234

3 6

60

18.6

205

32.9

367

2 5

30

1 6

00

x119

1.1

715 2

00

880

2 8

90

241

3 3

60

17.5

197

34.0

342

2 0

40

1 5

10

S

510

x143

1.4

018 2

00

700

2 7

10

196

3 2

50

20.7

226

33.7

410

3 5

00

1 2

60

x128

1.2

616 4

00

658

2 5

50

200

3 0

10

19.2

214

34.2

378

2 7

80

1 1

60

S

510

x112

1.0

914 2

00

532

2 0

90

194

2 5

00

12.3

152

29.4

274

1 9

10

731

x98.2

0.9

65

12 5

00

497

1 9

60

199

2 2

90

11.5

145

30.3

253

1 4

90

684

S

460

x104

1.0

313 3

00

387

1 6

90

170

2 0

50

10.1

127

27.5

238

1 7

40

487

x81.4

0.8

00

10 4

00

335

1 4

70

180

1 7

10

8.6

2

113

28.8

199

983

416

S

380

x74

0.7

32

9 5

00

203

1 0

60

146

1 2

70

6.4

9

90.8

26.1

164

884

217

x64

0.6

27

8 1

50

187

980

151

1 1

40

6.0

1

85.9

27.2

149

641

200

S

310

x74

0.7

29

9 4

70

127

833

116

1 0

00

6.4

8

93.3

26.2

169

1 1

60

135

x60.7

0.5

95

7 7

20

113

744

121

868

5.5

6

83.7

26.8

145

722

116

S

310

x52

0.5

13

6 6

60

95.9

6

29

120

737

4.1

0

63.5

24.8

112

452

86.9

x47

0.4

66

6 0

50

91.2

5

98

123

690

3.8

8

61.2

25.3

105

376

82.3

S

250

x52

0.5

13

6 6

60

61.5

4

84

96.1

583

3.5

1

55.8

23.0

103

539

51.2

x38

0.3

71

4 8

10

51.4

4

05

103

465

2.8

0

47.5

24.1

81.3

2

50

40.9

S

200

x34

0.3

36

4 3

70

27.0

2

66

78.6

316

1.7

9

33.8

20.2

60.4

2

29

16.5

x27

0.2

70

3 5

00

24.0

2

37

82.9

272

1.5

6

30.7

21.1

52.4

1

40

14.4

De

sig

na

tio

n c

on

sis

ts o

f n

om

ina

l d

ep

th in

mill

ime

tre

s a

nd

no

min

al m

ass in

kilo

gra

ms p

er

me

tre

.

Fo

r se

ctio

ns f

orm

erly a

va

ilab

le f

rom

Ca

na

dia

n m

ills,

the

no

min

al m

ass h

as b

ee

n r

ou

nd

ed

to

th

e n

ea

rest

kg

/m.

No

te:

Th

ese

sh

ap

es h

ave

be

en

so

ft-c

on

ve

rte

d f

rom

Im

pe

ria

l to

SI

dim

en

sio

ns.

6-6

2

Desig

nation

Dead

Load

Are

a

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

S S

HA

PE

S

S6

10

- S

20

0

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

Depth

Fla

nge

Wid

th

db

aT

k

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

180

180.0

622

204

27.7

20.3

92

522

50

2.0

2

1.8

2

S

24x121

158

157.8

622

200

27.7

15.7

92

522

50

2.0

1

1.8

1

S

24x106

149

148.8

610

184

22.1

18.9

83

522

44

1.9

2

1.7

3

S

24x100

134

134.4

610

181

22.1

15.9

83

522

44

1.9

1

1.7

3

S

24x90

119

119.2

610

178

22.1

12.7

83

522

44

1.9

1

1.7

3

S

24x80

143

143.0

516

183

23.4

20.3

81

426

45

1.7

2

1.5

4

S

20x96

128

128.6

516

179

23.4

16.8

81

426

45

1.7

1

1.5

4

S

20x86

112

111.4

508

162

20.2

16.1

73

426

41

1.6

3

1.4

7

S

20x75

98.2

9

8.4

508

159

20.2

12.8

73

426

41

1.6

3

1.4

7

S

20x66

104

104.7

457

159

17.6

18.1

70

383

37

1.5

1

1.3

5

S

18x70

81.4

8

1.5

457

152

17.6

11.7

70

383

37

1.5

0

1.3

5

S

18x54.7

74

74.6

381

143

15.8

14.0

65

313

34

1.3

1

1.1

6

S

15x50

64

64.0

381

140

15.8

10.4

65

313

34

1.3

0

1.1

6

S

15x42.9

74

74.4

305

139

16.7

17.4

61

235

35

1.1

3

0.9

92

S

12x50

60.7

6

0.6

305

133

16.7

11.7

61

235

35

1.1

2

0.9

86

S

12x40.8

52

52.3

305

129

13.8

10.9

59

245

30

1.1

0

0.9

75

S

12x35

47

47.5

305

127

13.8

8.9

59

245

30

1.1

0

0.9

73

S

12x31.8

52

52.3

254

126

12.5

15.1

55

200

27

0.9

82

0.8

56

S

10x35

38

37.8

254

118

12.5

7.9

55

200

27

0.9

64

0.8

46

S

10x25.4

34

34.3

203

106

10.8

11.2

47

155

24

0.8

08

0.7

02

S

8x23

27

27.5

203

102

10.8

6.9

48

155

24

0.8

00

0.6

98

S

8x18.4 6

-63

Imperial

Desig

nation

Nom

inal

Mass

Theo-

retical

Mass

Mean

Fla

nge

Thic

kness

t

Web

Thic

kness

. w

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Dis

tances

Tota

l

Min

us T

op

of

Top F

lange

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 13: Properties of Sections

S S

HA

PE

S

S1

50

- S

75

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

Zx

I yS

yr y

Zy

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

10

9m

m6

S

150

x26

0.2

51

3 2

60

10.9

143

57.8

173

0.9

69

21.3

17.2

38.9

152

4.9

5

x19

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82

2 3

70

9.1

6

121

62.2

138

0.7

65

18.0

18.0

30.6

68.5

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0

S

130

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45

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90

5.1

1

80.5

52.0

92.7

0.5

01

13.2

16.3

22.3

47.0

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6

S

100

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0.1

39

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10

2.8

5

55.9

39.7

66.6

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72

10.5

14.3

18.4

50.6

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32

x11

0.1

13

1 4

70

2.5

6

50.3

41.8

58.0

0.3

20

9.4

0

14.8

15.9

30.7

0.7

15

S

75

x11

0.1

10

1 4

30

1.2

2

32.0

29.2

38.7

0.2

46

7.6

8

13.1

13.6

38.1

0.2

96

x8

0.0

83

1 0

70

1.0

4

27.4

31.2

31.8

0.1

87

6.3

4

13.2

10.6

18.2

0.2

25

De

sig

na

tio

n c

on

sis

ts o

f n

om

ina

l d

ep

th in

mill

ime

tre

s a

nd

no

min

al m

ass in

kilo

gra

ms p

er

me

tre

.

Fo

r se

ctio

ns f

orm

erly a

va

ilab

le f

rom

Ca

na

dia

n m

ills,

the

no

min

al m

ass h

as b

ee

n r

ou

nd

ed

to

th

e n

ea

rest

kg

/m.

No

te:

Th

ese

sh

ap

es h

ave

be

en

so

ft-c

on

ve

rte

d f

rom

Im

pe

ria

l to

SI

dim

en

sio

ns.

6-6

4

Dead

Load

Are

a

Desig

nation

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

S S

HA

PE

S

S1

50

- S

75

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

Depth

Fla

nge

Wid

thD

ista

nces

db

aT

k

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

26

25.6

152

91

9.1

11.8

40

112

20

0.6

44

0.5

53

S

6x17.2

5

19

18.6

152

85

9.1

5.9

40

112

20

0.6

32

0.5

47

S

6x12.5

15

14.8

127

76

8.3

5.4

35

89

19

0.5

47

0.4

71

S

5x10

14.1

1

4.2

102

71

7.4

8.3

31

66

18

0.4

71

0.4

00

S

4x9.5

11

11.5

102

68

7.4

4.9

32

66

18

0.4

66

0.3

98

S

4x7.7

11

11.2

76

64

6.6

8.9

28

44

16

0.3

90

0.3

26

S

3x7.5

8

8.4

76

59

6.6

4.3

27

44

16

0.3

79

0.3

20

S

3x5.7

6-6

5

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Imperial

Desig

nation

Tota

l

Min

us T

op

of

Top F

lange

Nom

inal

Mass

Theo-

retical

Mass

Mean

Fla

nge

Thic

kness

t

Web

Thic

kness

. w

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 14: Properties of Sections

ST

AN

DA

RD

CH

AN

NE

LS

(C

SH

AP

ES

)

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

I xS

xr x

I yS

yr y

xx

oJ

Cw

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

6 m

m4

10

3 m

m3

mm

mm

mm

10

3 m

m4

10

9 m

m6

C

380

x74*

0.7

30

9 4

80

168

881

133

4.6

062.4

22.0

20.3

34.9

1 1

00

131

x60*

0.5

83

7 5

70

145

760

138

3.8

455.5

22.5

19.8

39.1

603

109

x50*

0.4

95

6 4

30

131

687

143

3.3

951.4

23.0

20.0

42.6

421

95.2

C

310

x45

0.4

38

5 6

90

6

7.3

442

109

2.1

233.6

19.3

17.0

32.4

360

39.9

x37

0.3

63

4 7

20

5

9.9

393

113

1.8

530.9

19.8

17.1

35.9

222

34.6

x31

0.3

02

3 9

20

5

3.5

351

117

1.5

928.1

20.1

17.6

39.3

152

29.3

C

250

x45

0.4

37

5 6

70

4

2.8

337

86.9

1.6

026.8

16.8

16.3

25.3

508

20.5

x37

0.3

65

4 7

50

3

7.9

299

89.4

1.4

024.3

17.1

15.7

28.1

289

18.2

x30

0.2

91

3 7

80

3

2.7

257

93.0

1.1

621.5

17.5

15.4

31.3

153

15.0

x23

0.2

22

2 8

80

2

7.8

219

98.2

0.9

20

18.8

17.9

15.9

35.7

86.4

11.7

C

230

x30*

0.2

92

3 8

00

2

5.5

222

81.9

1.0

119.3

16.3

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27.7

179

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19

2 8

40

2

1.3

186

86.6

0.8

05

16.8

16.8

15.0

32.3

86.6

8.3

3

x20

0.1

95

2 5

30

1

9.8

173

88.6

0.7

15

15.6

16.8

15.2

33.7

69.5

7.3

5

C

200

x28

0.2

74

3 5

60

1

8.2

180

71.6

0.8

25

16.6

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14.4

25.2

182

6.6

7

x21

0.2

00

2 6

00

1

4.9

147

75.8

0.6

27

13.9

15.5

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77.0

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4

x17

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67

2 1

70

1

3.5

133

78.7

0.5

43

12.8

15.8

14.5

32.0

53.8

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4

C

180

x22

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14

2 7

80

1

1.3

127

63.7

0.5

68

12.8

14.3

13.5

24.6

110

3.4

7

x18

0.1

78

2 3

10

1

0.0

113

65.9

0.4

76

11.4

14.3

13.2

26.5

66.8

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0

x15

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42

1 8

50

8

.86

9

9.6

69.3

0.4

04

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13.8

30.3

41.4

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6

C

150

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88

2 4

50

7

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9

3.6

53.9

0.4

25

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22.3

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4

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52

1 9

80

6

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8

1.8

56.1

0.3

51

9.1

313.3

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3

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18

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30

5

.36

7

0.5

59.1

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78

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313.5

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1

C

130

x13

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30

1 6

90

3

.66

5

7.6

46.5

0.2

52

7.2

012.2

12.0

22.3

45.0

0.7

46

x10

0.0

97

1 2

60

3

.09

4

8.6

49.5

0.1

95

6.1

412.4

12.3

26.1

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0.5

79

C

100

x11

0.1

06

1 3

70

1

.91

3

7.4

37.3

0.1

74

5.5

211.3

11.5

20.9

34.1

0.3

20

x9

0.0

92

1 1

90

1

.77

3

4.6

38.5

0.1

58

5.1

811.5

11.6

23.0

23.1

0.2

93

x8

0.0

79

1 0

20

1

.61

3

1.6

39.7

0.1

32

4.6

511.4

11.6

24.2

16.6

0.2

46

x7

0.0

69

8

92

1

.53

3

0.0

41.4

0.1

22

4.4

511.7

12.6

27.3

13.3

0.2

33

C

75

x9

0.0

87

1 1

20

0

.847

2

2.3

27.4

0.1

23

4.3

110.5

11.5

19.4

29.7

0.1

18

x7

0.0

72

9

34

0

.749

1

9.7

28.3

0.0

95 9

3.6

710.1

10.9

20.3

17.5

0.0

93 4

x6

0.0

59

7

63

0

.670

1

7.6

29.6

0.0

77 2

3.2

110.1

11.0

22.3

10.9

0.0

76 8

x5

0.0

53

6

93

0

.635

1

6.7

30.3

0.0

68 3

2.9

8 9.9

3 1

1.1

23.1

9.1

90.0

68 9

* N

ot

ava

ilab

le f

rom

Ca

na

dia

n m

ills

6-6

6

Desig

nation

Dead

Load

Are

a

Shear

Centr

e

Warp

ing

Consta

nt

Tors

ional

Consta

nt

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

ST

AN

DA

RD

CH

AN

NE

LS

(C

SH

AP

ES

)

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

Dis

tances

aT

k

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

74

74.4

381

94

16.5

18.2

76

311

35

1.1

0

1.0

1

C

15x50

60

59.4

381

89

16.5

13.2

76

311

35

1.0

9

1.0

0

C

15x40

50

50.5

381

86

16.5

10.2

76

311

35

1.0

9

1.0

0

C

15x33.9

45

44.7

305

80

12.7

13.0

67

250

27

0.9

04

0.8

24

C

12x30

37

37.0

305

77

12.7

9.8

67

250

27

0.8

98

0.8

21

C

12x25

31

30.7

305

74

12.7

7.2

67

250

27

0.8

92

0.8

18

C

12x20.7

45

44.5

254

76

11.1

17.1

59

205

24

0.7

78

0.7

02

C

10x30

37

37.3

254

73

11.1

13.4

60

205

24

0.7

73

0.7

00

C

10x25

30

29.6

254

69

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59

205

24

0.7

65

0.6

96

C

10x20

23

22.6

254

65

11.1

6.1

59

205

24

0.7

56

0.6

91

C

10x15.3

30

29.8

229

67

10.5

11.4

56

182

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0.7

03

0.6

36

C

9x20

22

22.3

229

63

10.5

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56

182

23

0.6

96

0.6

33

C

9x15

20

19.8

229

61

10.5

5.9

55

182

23

0.6

90

0.6

29

C

9x13.4

28

27.9

203

64

9.9

12.4

52

159

22

0.6

37

0.5

73

C

8x18.7

5

21

20.4

203

59

9.9

7.7

51

159

22

0.6

27

0.5

68

C

8x13.7

5

17

17.0

203

57

9.9

5.6

51

159

22

0.6

23

0.5

66

C

8x11.5

22

21.9

178

58

9.3

10.6

47

136

21

0.5

67

0.5

09

C

7x14.7

5

18

18.2

178

55

9.3

8.0

47

136

21

0.5

60

0.5

05

C

7x12.2

5

15

14.5

178

53

9.3

5.3

48

136

21

0.5

57

0.5

04

C

7x9.8

19

19.2

152

54

8.7

11.1

43

113

20

0.4

98

0.4

44

C

6x13

16

15.5

152

51

8.7

8.0

43

113

20

0.4

92

0.4

41

C

6x10.5

12

12.0

152

48

8.7

5.1

43

113

20

0.4

86

0.4

38

C

6x8.2

13

13.3

127

47

8.1

8.3

39

90

18

0.4

25

0.3

78

C

5x9

10

9.9

127

44

8.1

4.8

39

90

19

0.4

20

0.3

76

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5x6.7

11

10.8

102

43

7.5

8.2

35

67

17

0.3

60

0.3

17

C

4x7.2

5

9

9.4

102

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7.5

6.3

36

67

17

0.3

59

0.3

17

C

4x6.2

5

8

8.0

102

40

7.5

4.7

35

67

17

0.3

55

0.3

15

C

4x5.4

7

7.0

102

40

7.5

3.2

37

67

17

0.3

58

0.3

18

C

4x4.5

9

8.8

76

40

6.9

9.0

31

43

16

0.2

94

0.2

54

C

3x6

7

7.3

76

37

6.9

6.6

30

43

16

0.2

87

0.2

50

C

3x5

6

6.0

76

35

6.9

4.3

31

43

16

0.2

83

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C

3x4.1

5

5.4

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34

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3.4

31

43

16

0.2

81

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47

C

3x3.5

6-6

7

Theo-

retical

Mass

Fla

nge

Wid

th

Fla

nge

Thic

k-

ness

Web

Thic

k-

ness

Depth

Nom

inal

Mass

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Tota

lM

inus T

op

of

Top F

lange

Imperial

Desig

nation

db

tw

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 15: Properties of Sections

MIS

CE

LL

AN

EO

US

CH

AN

NE

LS

MC

46

0 -

MC

20

0

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

I xS

xr x

I yS

yr y

xx

oJ

Cw

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

6 m

m4

10

3 m

m3

mm

mm

mm

10

3 m

m4

10

9 m

m6

M

C460

x

86

0.8

49

11 0

00

282

1230

160

7.3

6 8

6.4

25.8

21.9

39.6

1 1

70

290

x

77.2

0.7

58

9 8

40

261

1140

163

6.8

1 8

2.8

26.3

21.8

42.1

842

264

x

68.2

0.6

69

8 6

80

241

1050

166

6.1

8 7

7.1

26.7

21.9

45.2

605

243

x

63.5

0.6

24

8 1

00

231

1010

169

5.9

4 7

6.3

27.1

22.2

46.8

513

227

M

C330

x

74

0.7

30

9 4

80

131

792

117

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40

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x

60

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82

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60

113

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122

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40

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20

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00

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50

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90

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C310

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90

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57

5

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8

6.8

1

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65.7

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9.6

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70

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329

51.5

M

C250

x

37

0.3

65

4 7

40

45.8

360

98.2

3.0

2 4

8.9

25.2

24.2

49.9

264

33.1

x

33

0.3

21

4 1

70

42.7

336

101

2.6

7 4

5.2

25.3

25.1

53.4

213

29.6

M

C250

x

12.5

0.1

22

1 5

80

13.3

104

91.6

0.1

36

4

.41

9.2

8

7.2

1

15.6

17.2

1.8

7

M

C230

x

37.8

0.3

72

4 8

30

36.9

322

87.4

3.1

6 4

9.0

25.6

24.6

49.8

289

28.2

x

35.6

0.3

49

4 5

40

35.6

310

88.5

2.9

7 4

6.9

25.6

24.8

51.2

249

26.7

M

C200

x

33.9

0.3

32

4 3

10

26.5

261

78.4

2.8

9 4

5.6

25.9

25.6

52.2

236

20.2

x

31.8

0.3

12

4 0

50

25.6

253

79.5

2.7

4 4

4.3

26.0

26.0

54.0

205

19.2

M

C200

x

29.8

0.2

92

3 7

90

22.7

223

77.3

1.8

4 3

2.9

22.0

21.3

42.7

184

12.9

x

27.8

0.2

73

3 5

50

21.8

215

78.4

1.7

2 3

1.4

22.0

21.4

44.1

159

12.2

De

sig

na

tio

n c

on

sis

ts o

f n

om

ina

l d

ep

th in

mill

ime

tre

s a

nd

no

min

al m

ass in

kilo

gra

ms p

er

me

tre

.

Fo

r se

ctio

ns f

orm

erly a

va

ilab

le f

rom

Ca

na

dia

n m

ills,

the

no

min

al m

ass h

as b

ee

n r

ou

nd

ed

to

th

e n

ea

rest

kg

/m.

No

te:

Th

ese

sh

ap

es h

ave

be

en

so

ft-c

on

ve

rte

d f

rom

Im

pe

ria

l to

SI

dim

en

sio

ns.

6-6

8

Desig

nation

Dead

Load

Are

a

Shear

Centr

e

Warp

ing

Consta

nt

Tors

ional

Consta

nt

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

MIS

CE

LL

AN

EO

US

CH

AN

NE

LS

MC

46

0 -

MC

20

0

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

Dis

tances

aT

k

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

8

6

86.5

457

107

15.9

17.8

89

385

36

1.3

1

1.2

0

M

C18x58

7

7.2

77.2

457

104

15.9

15.2

89

385

36

1.3

0

1.2

0

M

C18x51.9

6

8.2

68.2

457

102

15.9

12.7

89

385

36

1.3

0

1.1

9

M

C18x45.8

6

3.5

63.6

457

100

15.9

11.4

89

385

36

1.2

9

1.1

9

M

C18x42.7

7

4

74.5

330

112

15.5

20.0

92

258

36

1.0

7

0.9

56

M

C13x50

6

0

59.3

330

106

15.5

14.2

92

258

36

1.0

6

0.9

50

M

C13x40

5

2

52.1

330

103

15.5

11.4

92

258

36

1.0

5

0.9

46

M

C13x35

4

7.3

47.3

330

102

15.5

9.5

93

258

36

1.0

5

0.9

47

M

C13x31.8

7

4

74.5

305

105

17.8

21.2

84

237

34

0.9

88

0.8

83

M

C12x50

6

7

67.1

305

102

17.8

18.1

84

237

34

0.9

82

0.8

80

M

C12x45

6

0

59.7

305

99

17.8

15.0

84

237

34

0.9

76

0.8

77

M

C12x40

5

2

52.2

305

96

17.8

11.9

84

237

34

0.9

70

0.8

74

M

C12x35

4

6

46.2

305

93

17.8

9.4

84

237

34

0.9

63

0.8

70

M

C12x31

1

5.8

15.7

305

38

7.8

4.8

33

267

19

0.7

52

0.7

14

M

C12x10.6

6

1.2

61.3

254

110

14.6

20.2

90

188

33

0.9

08

0.7

98

M

C10x41.1

5

0

50.0

254

104

14.6

14.6

89

188

33

0.8

95

0.7

91

M

C10x33.6

4

2.4

42.4

254

100

14.6

10.8

89

188

33

0.8

86

0.7

86

M

C10x28.5

3

7

37.2

254

86

14.6

9.7

76

188

33

0.8

33

0.7

47

M

C10x25

3

3

32.7

254

84

14.6

7.4

77

188

33

0.8

29

0.7

45

M

C10x22

1

2.5

12.4

254

38

7.1

4.3

34

218

18

0.6

51

0.6

13

M

C10x8.4

3

7.8

37.9

229

89

14.0

11.4

78

167

31

0.7

91

0.7

02

M

C9x25.4

3

5.6

35.6

229

88

14.0

10.2

78

167

31

0.7

90

0.7

02

M

C9x23.9

3

3.9

33.8

203

89

13.3

10.8

78

143

30

0.7

40

0.6

51

M

C8x22.8

3

1.8

31.8

203

88

13.3

9.5

79

143

30

0.7

39

0.6

51

M

C8x21.4

2

9.8

29.8

203

77

12.7

10.2

67

147

28

0.6

94

0.6

17

M

C8x20

2

7.8

27.9

203

76

12.7

9.0

67

147

28

0.6

92

0.6

16

M

C8x18.7 6-6

9

Theo-

retical

Mass

Fla

nge

Wid

th

Fla

nge

Thic

k-

ness

Web

Thic

k-

ness

Depth

Nom

inal

Mass

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Tota

lM

inus T

op

of

Top F

lange

Imperial

Desig

nation

db

tw

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 16: Properties of Sections

MIS

CE

LL

AN

EO

US

CH

AN

NE

LS

MC

20

0 -

MC

15

0

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

I xS

xr x

I yS

yr y

xx

oJ

Cw

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

6 m

m4

10

3 m

m3

mm

mm

mm

10

3 m

m4

10

9 m

m6

M

C200

x

12.6

0.1

24

1 6

00

9

.66

9

5.2

7

7.6

0.2

60

7

.02

12.7

10.9

2

5.0

24.3

2.2

4

M

C180

x

33.8

0.3

32

4 3

10

1

9.9

223

67.9

3.0

1 4

5.9

26.4

26.4

5

2.3

259

15.9

x

28.4

0.2

79

3 6

20

1

8.0

203

70.6

2.5

0 4

1.2

26.3

27.2

5

6.7

170

13.4

M

C150

x

26.8

0.2

63

3 4

10

1

2.3

162

60.1

2.4

3 4

0.1

26.7

28.4

5

8.1

158

9.2

5

x

22.8

0.2

23

2 9

00

1

0.5

139

60.3

2.0

5 3

3.0

26.6

26.8

5

6.5

92.8

8.0

9

M

C150

x

24.3

0.2

38

3 0

90

1

0.8

142

59.1

1.5

6 2

9.7

22.5

23.5

4

7.1

141

5.9

0

x

22.5

0.2

20

2 8

60

1

0.3

136

60.2

1.4

4 2

8.1

22.4

23.8

4

9.0

119

5.5

2

M

C150

x

17.9

0.1

75

2 2

80

7

.75

102

58.3

0.7

69

17.0

18.4

17.9

3

6.1

64.5

2.9

7

De

sig

na

tio

n c

on

sis

ts o

f n

om

ina

l d

ep

th in

mill

ime

tre

s a

nd

no

min

al m

ass in

kilo

gra

ms p

er

me

tre

.

Fo

r se

ctio

ns f

orm

erly a

va

ilab

le f

rom

Ca

na

dia

n m

ills,

the

no

min

al m

ass h

as b

ee

n r

ou

nd

ed

to

th

e n

ea

rest

kg

/m.

No

te:

Th

ese

sh

ap

es h

ave

be

en

so

ft-c

on

ve

rte

d f

rom

Im

pe

ria

l to

SI

dim

en

sio

ns.

6-7

0

Desig

nation

Dead

Load

Are

a

Shear

Centr

e

Warp

ing

Consta

nt

Tors

ional

Consta

nt

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

MIS

CE

LL

AN

EO

US

CH

AN

NE

LS

MC

20

0 -

MC

15

0

DIM

EN

SIO

NS

AN

D S

UR

FA

CE

AR

EA

S

Dis

tances

aT

k

kg/m

kg/m

mm

mm

mm

mm

mm

mm

mm

1

2.6

12.6

203

48

7.9

4.5

44

165

19

0.5

89

0.5

41

M

C8x8.5

3

3.8

33.9

178

92

12.7

12.8

79

122

28

0.6

98

0.6

06

M

C7x22.7

2

8.4

28.4

178

88

12.7

8.9

79

122

28

0.6

90

0.6

02

M

C7x19.1

2

6.8

26.8

152

89

12.1

9.6

79

98

27

0.6

41

0.5

52

M

C6x18

2

2.8

22.8

152

89

9.8

8.6

80

108

22

0.6

43

0.5

54

M

C6x15.3

2

4.3

24.2

152

76

12.1

9.5

67

98

27

0.5

89

0.5

13

M

C6x16.3

2

2.5

22.4

152

75

12.1

8.0

67

98

27

0.5

88

0.5

13

M

C6x15.1

1

7.9

17.9

152

63

9.5

7.9

55

110

21

0.5

40

0.4

77

M

C6x12 6

-71

Theo-

retical

Mass

Fla

nge

Wid

th

Fla

nge

Thic

k-

ness

Web

Thic

k-

ness

Depth

Nom

inal

Mass

Surf

ace A

rea (

m2)

per

metr

e o

f le

ngth

Tota

lM

inus T

op

of

Top F

lange

Imperial

Desig

nation

db

tw

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 17: Properties of Sections

AN

GL

ES

- I

mp

eri

al

Se

rie

s

L2

03

- L

15

2

PR

OP

ER

TIE

S A

BO

UT

GE

OM

ET

RIC

AX

ES

Axis

X-X

Axis

Y-Y

I xS

xr x

yI y

Sy

r yx

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

mm

10

6 m

m4

10

3 m

m3

mm

mm

10

3 m

m4

10

9 m

m6

L

203x203

x

29*

0.8

31

10 8

00

40.7

287

61.4

61.2

40.7

287

61.4

61.2

2 9

40

8

.73

x

25*

0.7

44

9 6

70

36.9

258

61.8

60.1

36.9

258

61.8

60.1

2 0

80

6

.27

x

22*

0.6

56

8 5

20

33.0

229

62.2

58.9

33.0

229

62.2

58.9

1 4

00

4

.30

x

19*

0.5

69

7 3

90

29.0

200

62.6

57.8

29.0

200

62.6

57.8

8

99

2

.80

x

16*

0.4

78

6 2

00

24.7

169

63.1

56.6

24.7

169

63.1

56.6

5

23

1

.66

x

14*

0.4

31

5 6

00

22.5

153

63.3

56.0

22.5

153

63.3

56.0

3

82

1

.22

x

13

0.3

85

4 9

90

20.2

137

63.6

55.5

20.2

137

63.6

55.5

2

69

0

.865

L

203x152

x

25*

0.6

45

8 3

70

33.5

247

63.3

67.4

16.0

145

43.7

41.9

1 8

00

4

.37

x

22*

0.5

69

7 3

90

30.0

219

63.7

66.2

14.4

129

44.1

40.7

1 2

10

3

.00

x

19*

0.4

94

6 4

20

26.4

191

64.1

65.1

12.7

113

44.5

39.6

7

80

1

.96

x

16*

0.4

15

5 3

90

22.5

162

64.6

64.0

10.9

95.9

44.9

38.5

4

54

1

.16

x

14*

0.3

75

4 8

70

20.4

146

64.8

63.4

9.9

4

87.1

45.2

37.9

3

32

0

.857

x

13*

0.3

35

4 3

50

18.4

131

65.0

62.8

8.9

6

78.1

45.4

37.3

2

34

0

.609

L

203x102

x

25*

0.5

47

7 1

00

29.0

230

63.8

77.2

4.9

0

65.1

26.3

26.7

1 5

30

3

.46

x

19*

0.4

21

5 4

60

22.9

178

64.7

74.8

3.9

5

50.8

26.9

24.3

6

64

1

.55

x

13*

0.2

86

3 7

10

16.0

123

65.7

72.4

2.8

4

35.4

27.6

21.9

2

00

0

.482

L

178x102

x

19*

0.3

84

4 9

80

15.8

139

56.4

63.8

3.8

2

50.1

27.7

25.8

6

06

1

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x

16*

0.3

23

4 2

00

13.6

118

56.8

62.6

3.3

1

42.7

28.1

24.6

3

54

0

.642

x

13

0.2

61

3 3

90

11.1

95.6

57.3

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5

35.0

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23.4

1

83

0

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x

11*

0.2

30

2 9

80

9.8

8

84.3

57.5

60.8

2.4

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31.0

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22.8

1

23

0

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x

9.5

0.1

98

2 5

80

8.6

0

73.0

57.8

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5

26.9

28.9

22.2

78.0

0

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L

152x152

x

25*

0.5

45

7 0

80

14.6

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45.5

47.2

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140

45.5

47.2

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20

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x

22*

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6 2

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0.4

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5 4

40

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46.3

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62

1

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x

16

0.3

53

4 5

80

9.9

9

92.3

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9

92.3

46.7

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3

86

0

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x

14*

0.3

19

4 1

40

9.1

2

83.8

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2

82

0

.494

x

13

0.2

85

3 7

00

8.2

2

75.2

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1

99

0

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x

11*

0.2

50

3 2

50

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9

66.4

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66.4

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1

34

0

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x

9.5

0.2

16

2 8

10

6.3

6

57.5

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57.5

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85.0

0

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x

7.9

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81

2 3

50

5.3

8

48.4

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41.0

49.4

0

.090 2

x

6.4

*0.1

46

1 8

90

4.3

7

39.1

48.1

40.4

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7

39.1

48.1

40.4

25.4

0

.046 9

See p

age 6

-39 for

qualif

ication o

f pro

pert

ies o

f angle

s p

roduced b

y c

old

-form

ing.

* N

ot availa

ble

fro

m C

anadia

n m

ills

6-7

2

Desig

nation

Dead

Load

Are

a

Tors

ional

Consta

nt

Warp

ing

Consta

nt

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

AN

GL

ES

- I

mp

eri

al

Se

rie

s

L2

03

- L

15

2

DIM

EN

SIO

NS

AN

D P

RO

PE

RT

IES

AB

OU

T P

RIN

CIP

AL

AX

ES

Axis

X'-X

'A

xis

Y'-Y

'

r xy

or y

xo

kg/m

mm

mm

mm

mm

mm

mm

mm

mm

84.7

203

203

28.6

77.3

0.0

0

39.6

66.3

109

0.6

31

1.0

0

75.9

203

203

25.4

77.9

0.0

0

39.7

67.0

110

0.6

30

1.0

0

66.9

203

203

22.2

78.5

0.0

0

39.8

67.6

111

0.6

29

1.0

0

58.0

203

203

19.1

79.1

0.0

0

40.0

68.2

112

0.6

28

1.0

0

48.7

203

203

15.9

79.7

0.0

0

40.1

68.8

113

0.6

27

1.0

0

44.0

203

203

14.3

80.0

0.0

0

40.2

69.2

113

0.6

26

1.0

0

39.2

203

203

12.7

80.3

0.0

0

40.3

69.5

114

0.6

26

1.0

0

65.7

203

152

25.4

69.7

34.2

32.4

51.7

98.8

0.6

06

0.5

41

58.0

203

152

22.2

70.3

34.2

32.5

52.4

99.6

0.6

05

0.5

45

50.4

203

152

19.1

70.9

34.2

32.6

53.1

100

0.6

04

0.5

49

42.3

203

152

15.9

71.5

34.3

32.8

53.8

101

0.6

03

0.5

53

38.2

203

152

14.3

71.8

34.3

32.9

54.1

102

0.6

03

0.5

54

34.1

203

152

12.7

72.1

34.3

33.0

54.5

102

0.6

03

0.5

56

55.7

203

102

25.4

65.6

59.2

21.6

29.2

95.5

0.5

23

0.2

49

42.9

203

102

19.1

66.6

59.5

21.7

30.7

96.9

0.5

23

0.2

60

29.1

203

102

12.7

67.7

59.8

22.1

32.2

98.4

0.5

24

0.2

69

39.1

178

102

19.1

58.9

46.5

21.9

32.2

84.5

0.5

52

0.3

25

33.0

178

102

15.9

59.4

46.6

22.1

33.0

85.3

0.5

52

0.3

31

26.6

178

102

12.7

60.0

46.7

22.2

33.7

86.1

0.5

52

0.3

36

23.4

178

102

11.1

60.3

46.8

22.3

34.1

86.5

0.5

52

0.3

39

20.2

178

102

9.5

3

60.6

46.8

22.4

34.4

86.9

0.5

53

0.3

41

55.6

152

152

25.4

57.1

0.0

0

29.6

48.8

80.8

0.6

34

1.0

0

49.1

152

152

22.2

57.7

0.0

0

29.6

49.5

81.6

0.6

32

1.0

0

42.7

152

152

19.1

58.3

0.0

0

29.7

50.1

82.4

0.6

30

1.0

0

36.0

152

152

15.9

58.9

0.0

0

29.8

50.8

83.3

0.6

28

1.0

0

32.5

152

152

14.3

59.2

0.0

0

29.9

51.1

83.7

0.6

28

1.0

0

29.0

152

152

12.7

59.5

0.0

0

30.0

51.4

84.2

0.6

27

1.0

0

25.5

152

152

11.1

59.8

0.0

0

30.1

51.7

84.6

0.6

27

1.0

0

22.0

152

152

9.5

3

60.1

0.0

0

30.2

52.0

85.1

0.6

26

1.0

0

18.5

152

152

7.9

4

60.5

0.0

0

30.3

52.3

85.5

0.6

26

1.0

0

14.8

152

152

6.3

5

60.8

0.0

0

30.4

52.6

85.9

0.6

26

1.0

0

The Y

-Y a

xis

of sym

metr

y o

f equal-le

g (

sin

gly

-sym

metr

ic)

angle

s in C

lause 1

3.3

.2 c

orr

esponds to X

'-X

' in

the a

bove table

.

6-7

3

tM

ass

tan!

d bd

"

r o

.a

nd

r,

y,

xo

fd

efi

nit

ion

the

for

01

-S

16

CA

N/C

SA

Se

eo

oo

"

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 18: Properties of Sections

AN

GL

ES

- I

mp

eri

al

Se

rie

s

L1

52

- L

12

7

PR

OP

ER

TIE

S A

BO

UT

GE

OM

ET

RIC

AX

ES

Axis

X-X

Axis

Y-Y

I xS

xr x

yI y

Sy

r yx

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

mm

10

6 m

m4

10

3 m

m3

mm

mm

10

3 m

m4

10

9 m

m6

L

152x102

x

22*

0.3

96

5 1

50

11.5

117

47.2

53.7

4.1

0

55.9

28.2

28.7

8

45

1

.08

x

19

0.3

46

4 4

90

10.2

102

47.6

52.5

3.6

6

49.2

28.6

27.5

5

46

0

.712

x

16

0.2

92

3 7

90

8.7

3

86.8

48.0

51.4

3.1

7

41.9

28.9

26.4

3

19

0

.427

x

14*

0.2

64

3 4

30

7.9

8

78.8

48.2

50.8

2.9

1

38.2

29.1

25.8

2

34

0

.316

x

13

0.2

36

3 0

60

7.2

0

70.7

48.5

50.2

2.6

4

34.4

29.3

25.2

1

65

0

.226

x

11*

0.2

08

2 7

00

6.3

9

62.4

48.7

49.6

2.3

5

30.4

29.6

24.6

1

11

0

.153

x

9.5

0

.179

2 3

30

5.5

8

54.2

48.9

49.1

2.0

6

26.5

29.8

24.1

70.5

0

.098 8

x

7.9

0

.150

1 9

50

4.7

2

45.6

49.2

48.5

1.7

6

22.4

30.0

23.5

41.1

0

.058 2

L

152x89

x

16

0.2

75

3 5

80

8.3

1

84.7

48.2

53.9

2.1

2

31.8

24.3

22.4

3

01

0

.393

x

13

0.2

23

2 9

00

6.8

6

69.1

48.6

52.7

1.7

7

26.1

24.7

21.2

1

56

0

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x

9.5

0

.170

2 2

00

5.3

2

52.9

49.1

51.6

1.3

9

20.2

25.1

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66.8

0

.091 1

x

7.9

0

.142

1 8

50

4.5

0

44.6

49.3

51.0

1.1

9

17.1

25.3

19.4

38.9

0

.053 6

L

127x127

x

22*

0.3

96

5 1

50

7.3

9

84.7

37.9

39.8

7.3

9

84.7

37.9

39.8

8

45

0

.946

x

19

0.3

46

4 4

90

6.5

7

74.4

38.3

38.7

6.5

7

74.4

38.3

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5

46

0

.627

x

16

0.2

92

3 7

90

5.6

6

63.3

38.7

37.6

5.6

6

63.3

38.7

37.6

3

19

0

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x

13

0.2

36

3 0

60

4.6

8

51.7

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8

51.7

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1

65

0

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x

11*

0.2

08

2 7

00

4.1

7

45.7

39.3

35.8

4.1

7

45.7

39.3

35.8

1

11

0

.136

x

9.5

0

.179

2 3

30

3.6

4

39.7

39.5

35.3

3.6

4

39.7

39.5

35.3

70.5

0

.087 8

x

7.9

0

.150

1 9

50

3.0

9

33.5

39.8

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9

33.5

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0

.051 8

x

6.4

* 0

.121

1 5

70

2.5

2

27.1

40.0

34.1

2.5

2

27.1

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34.1

21.1

0

.027 0

L

127x89

x

19*

0.2

89

3 7

60

5.8

0

70.2

39.3

44.4

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1

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4

57

0

.410

x

16*

0.2

45

3 1

80

5.0

1

59.8

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43.2

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1

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2

68

0

.248

x

13

0.1

99

2 5

80

4.1

6

48.9

40.1

42.1

1.6

8

25.6

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1

39

0

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x

9.5

0

.151

1 9

70

3.2

4

37.6

40.6

40.9

1.3

3

19.8

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59.5

0

.058 2

x

7.9

0

.127

1 6

50

2.7

5

31.7

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40.3

1.1

3

16.7

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0

.034 4

x

6.4

0

.102

1 3

30

2.2

4

25.7

41.0

39.7

0.9

28

13.6

26.4

20.7

17.9

0

.018 0

L

127x76

x

13

0.1

86

2 4

20

3.9

3

47.7

40.3

44.5

1.0

7

18.8

21.1

19.1

1

30

0

.119

x

11*

0.1

64

2 1

30

3.5

1

42.2

40.6

43.9

0.9

63

16.7

21.3

18.5

87.6

0

.081 5

x

9.5

0

.142

1 8

50

3.0

7

36.7

40.8

43.3

0.8

49

14.6

21.5

17.9

55.9

0

.052 7

x

7.9

0

.119

1 5

50

2.6

1

30.9

41.0

42.7

0.7

27

12.3

21.7

17.3

32.6

0

.031 1

x

6.4

0

.096 3

1 2

50

2.1

3

25.0

41.2

42.1

0.5

98

10.1

21.9

16.7

16.8

0

.016 3

See p

age 6

-39 for

qualif

ication o

f pro

pert

ies o

f angle

s p

roduced b

y c

old

-form

ing.

* N

ot availa

ble

fro

m C

anadia

n m

ills

6-7

4

Desig

nation

Dead

Load

Are

a

Tors

ional

Consta

nt

Warp

ing

Consta

nt

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

AN

GL

ES

- I

mp

eri

al

Se

rie

s

L1

52

- L

12

7

DIM

EN

SIO

NS

AN

D P

RO

PE

RT

IES

AB

OU

T P

RIN

CIP

AL

AX

ES

Axis

X'-X

'A

xis

Y'-Y

'

r xy

or y

xo

kg/m

mm

mm

mm

mm

mm

mm

mm

mm

40.4

152

102

22.2

50.5

32.2

21.9

32.9

71.7

0.5

88

0.4

27

35.2

152

102

19.1

51.0

32.3

21.9

33.6

72.5

0.5

86

0.4

34

29.7

152

102

15.9

51.6

32.3

22.0

34.4

73.3

0.5

85

0.4

40

26.9

152

102

14.3

51.8

32.4

22.1

34.7

73.7

0.5

85

0.4

43

24.1

152

102

12.7

52.1

32.4

22.2

35.1

74.1

0.5

85

0.4

46

21.2

152

102

11.1

52.4

32.4

22.3

35.5

74.5

0.5

84

0.4

49

18.3

152

102

9.5

3

52.7

32.4

22.4

35.8

74.9

0.5

84

0.4

51

15.3

152

102

7.9

4

53.0

32.5

22.5

36.1

75.3

0.5

84

0.4

54

28.1

152

88.9

15.9

50.5

38.9

19.1

28.4

72.4

0.5

57

0.3

39

22.8

152

88.9

12.7

51.0

39.0

19.3

29.2

73.1

0.5

56

0.3

45

17.3

152

88.9

9.5

3

51.6

39.1

19.5

29.9

73.9

0.5

57

0.3

51

14.5

152

88.9

7.9

4

51.9

39.1

19.6

30.2

74.3

0.5

57

0.3

54

40.4

127

127

22.2

47.5

0.0

0

24.7

40.6

67.2

0.6

35

1.0

0

35.2

127

127

19.1

48.1

0.0

0

24.8

41.3

68.0

0.6

32

1.0

0

29.7

127

127

15.9

48.7

0.0

0

24.8

41.9

68.9

0.6

30

1.0

0

24.1

127

127

12.7

49.3

0.0

0

25.0

42.5

69.8

0.6

28

1.0

0

21.2

127

127

11.1

49.6

0.0

0

25.0

42.8

70.2

0.6

27

1.0

0

18.3

127

127

9.5

3

49.9

0.0

0

25.1

43.2

70.6

0.6

27

1.0

0

15.3

127

127

7.9

4

50.3

0.0

0

25.2

43.5

71.1

0.6

26

1.0

0

12.3

127

127

6.3

5

50.6

0.0

0

25.4

43.7

71.5

0.6

26

1.0

0

29.5

127

88.9

19.1

42.4

24.9

19.0

29.0

60.2

0.5

97

0.4

64

25.0

127

88.9

15.9

43.0

25.0

19.1

29.7

61.0

0.5

94

0.4

72

20.3

127

88.9

12.7

43.5

25.0

19.2

30.5

61.8

0.5

93

0.4

79

15.4

127

88.9

9.5

3

44.1

25.0

19.3

31.2

62.6

0.5

92

0.4

86

13.0

127

88.9

7.9

4

44.4

25.1

19.4

31.5

63.0

0.5

92

0.4

89

10.4

127

88.9

6.3

5

44.7

25.1

19.6

31.8

63.4

0.5

92

0.4

92

19.0

127

76.2

12.7

42.4

31.6

16.5

24.8

60.7

0.5

62

0.3

57

16.7

127

76.2

11.1

42.7

31.7

16.5

25.1

61.1

0.5

62

0.3

61

14.5

127

76.2

9.5

3

43.0

31.7

16.6

25.5

61.5

0.5

62

0.3

64

12.2

127

76.2

7.9

4

43.3

31.7

16.7

25.9

61.9

0.5

62

0.3

68

9.8

1

127

76.2

6.3

5

43.6

31.8

16.8

26.2

62.3

0.5

62

0.3

71

The Y

-Y a

xis

of sym

metr

y o

f equal-le

g (

sin

gly

-sym

metr

ic)

angle

s in C

lause 1

3.3

.2 c

orr

esponds to X

'-X

' in

the a

bove table

.

6-7

5

tM

ass

tan!

d bd

"

r o

.a

nd

r,

y,

xo

fd

efi

nit

ion

the

for

01

-S

16

CA

N/C

SA

Se

eo

oo

"

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 19: Properties of Sections

AN

GL

ES

- I

mp

eri

al

Se

rie

s

L1

02

- L

89

PR

OP

ER

TIE

S A

BO

UT

GE

OM

ET

RIC

AX

ES

Axis

X-X

Axis

Y-Y

I xS

xr x

yI y

Sy

r yx

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

mm

10

6 m

m4

10

3 m

m3

mm

mm

10

3 m

m4

10

9 m

m6

L

102x102

x

19

0.2

72

3 5

30

3.2

4

46.5

30.3

32.4

3.2

4

46.5

30.3

32.4

4

29

0.3

06

x

16*

0.2

30

2 9

90

2.8

1

39.8

30.7

31.3

2.8

1

39.8

30.7

31.3

2

52

0.1

86

x

13

0.1

87

2 4

30

2.3

4

32.6

31.1

30.2

2.3

4

32.6

31.1

30.2

1

31

0.0

99 6

x

11*

0.1

65

2 1

40

2.0

9

28.9

31.3

29.6

2.0

9

28.9

31.3

29.6

87.9

0.0

68 2

x

9.5

0

.143

1 8

50

1.8

4

25.2

31.5

29.0

1.8

4

25.2

31.5

29.0

56.1

0.0

44 2

x

7.9

0

.120

1 5

60

1.5

7

21.3

31.7

28.4

1.5

7

21.3

31.7

28.4

32.7

0.0

26 2

x

6.4

0

.096 7

1 2

60

1.2

8

17.3

31.9

27.9

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8

17.3

31.9

27.9

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ication o

f pro

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ies o

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s p

roduced b

y c

old

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* N

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ble

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on

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AL

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Axis

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Page 20: Properties of Sections

AN

GL

ES

- I

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L7

6 -

L5

1

PR

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00 2

13

See p

age 6

-39 for

qualif

ication o

f pro

pert

ies o

f angle

s p

roduced b

y c

old

-form

ing.

* N

ot availa

ble

fro

m C

anadia

n m

ills

6-7

8

Desig

nation

Dead

Load

Are

a

Tors

ional

Consta

nt

Warp

ing

Consta

nt

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

AN

GL

ES

- I

mp

eri

al

Se

rie

s

L7

6 -

L5

1

DIM

EN

SIO

NS

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D P

RO

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RT

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AB

OU

T P

RIN

CIP

AL

AX

ES

Axis

X'-X

'A

xis

Y'-Y

'

r xy

or y

xo

kg/m

mm

mm

mm

mm

mm

mm

mm

mm

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0

76.2

76.2

7.9

4

29.5

0.0

0

15.0

25.5

41.8

0.6

28

1.0

0

7.2

8

76.2

76.2

6.3

5

29.8

0.0

0

15.0

25.8

42.2

0.6

27

1.0

0

5.5

2

76.2

76.2

4.7

6

30.2

0.0

0

15.1

26.1

42.6

0.6

26

1.0

0

12.7

76.2

63.5

12.7

26.4

8.8

1

13.2

21.1

37.4

0.6

25

0.6

67

9.7

4

76.2

63.5

9.5

3

27.0

8.7

9

13.3

21.8

38.2

0.6

20

0.6

76

8.2

1

76.2

63.5

7.9

4

27.3

8.7

9

13.3

22.2

38.6

0.6

19

0.6

80

6.6

5

76.2

63.5

6.3

5

27.6

8.7

9

13.4

22.5

39.1

0.6

18

0.6

84

5.0

4

76.2

63.5

4.7

6

27.9

8.7

9

13.5

22.8

39.5

0.6

17

0.6

88

11.4

76.2

50.8

12.7

25.0

16.3

10.9

15.9

35.5

0.5

89

0.4

14

8.7

9

76.2

50.8

9.5

3

25.5

16.4

10.9

16.7

36.3

0.5

85

0.4

28

7.4

2

76.2

50.8

7.9

4

25.8

16.4

11.0

17.1

36.7

0.5

84

0.4

35

6.0

1

76.2

50.8

6.3

5

26.1

16.4

11.0

17.5

37.1

0.5

83

0.4

40

4.5

7

76.2

50.8

4.7

6

26.4

16.4

11.1

17.8

37.5

0.5

83

0.4

46

11.4

63.5

63.5

12.7

23.5

0.0

0

12.4

20.0

33.2

0.6

39

1.0

0

8.7

9

63.5

63.5

9.5

3

24.1

0.0

0

12.4

20.6

34.0

0.6

32

1.0

0

7.4

2

63.5

63.5

7.9

4

24.4

0.0

0

12.4

21.0

34.4

0.6

30

1.0

0

6.0

1

63.5

63.5

6.3

5

24.7

0.0

0

12.5

21.3

34.9

0.6

28

1.0

0

4.5

7

63.5

63.5

4.7

6

25.0

0.0

0

12.6

21.6

35.3

0.6

27

1.0

0

7.8

4

63.5

50.8

9.5

3

21.9

8.7

0

10.7

17.1

31.0

0.6

18

0.6

14

6.6

3

63.5

50.8

7.9

4

22.2

8.7

0

10.7

17.4

31.4

0.6

16

0.6

20

5.3

8

63.5

50.8

6.3

5

22.5

8.7

0

10.8

17.8

31.9

0.6

14

0.6

26

4.0

9

63.5

50.8

4.7

6

22.8

8.7

0

10.9

18.1

32.3

0.6

12

0.6

31

6.8

9

50.8

50.8

9.5

3

18.9

0.0

0

9.8

9

16.1

26.7

0.6

37

1.0

0

5.8

4

50.8

50.8

7.9

4

19.2

0.0

0

9.9

0

16.4

27.1

0.6

33

1.0

0

4.7

5

50.8

50.8

6.3

5

19.5

0.0

0

9.9

3

16.8

27.6

0.6

30

1.0

0

3.6

2

50.8

50.8

4.7

6

19.8

0.0

0

10.0

17.1

28.0

0.6

28

1.0

0

2.4

6

50.8

50.8

3.1

8

20.1

0.0

0

10.1

17.4

28.4

0.6

26

1.0

0

The Y

-Y a

xis

of sym

metr

y o

f equal-le

g (

sin

gly

-sym

metr

ic)

angle

s in C

lause 1

3.3

.2 c

orr

esponds to X

'-X

' in

the a

bove table

.

6-7

9

tM

ass

tan!

d bd

"

r o

.a

nd

r,

y,

xo

fd

efi

nit

ion

the

for

01

-S

16

CA

N/C

SA

Se

eo

oo

"

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 21: Properties of Sections

AN

GL

ES

- I

mp

eri

al

Se

rie

s

L5

1 -

L1

9

PR

OP

ER

TIE

S A

BO

UT

GE

OM

ET

RIC

AX

ES

Axis

X-X

Axis

Y-Y

I xS

xr x

yI y

Sy

r yx

JC

w

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

mm

10

6 m

m4

10

3 m

m3

mm

mm

10

3 m

m4

10

9 m

m6

L

51x38

x6.4

0

.040 4

5

24

0.1

31

3.8

7

15.8

16.9

0.0

63 0

2.2

8

11.0

10.5

7.0

5

0.0

01 0

7

x4.8

0

.030 8

4

01

0.1

03

2.9

9

16.0

16.3

0.0

49 9

1.7

7

11.2

9.9

3

3.0

2

0.0

00 4

77

x3.2

0

.021 0

2

73

0.0

72 1

2.0

6

16.3

15.7

0.0

35 3

1.2

3

11.4

9.3

5

0.9

19

0.0

00 1

50

L

44x44

x6.4

0

.040 4

5

25

0.0

94 9

3.0

6

13.4

13.4

0.0

94 9

3.0

6

13.4

13.4

7.0

5

0.0

01 0

0

x4.8

0

.030 9

4

01

0.0

74 8

2.3

6

13.7

12.9

0.0

74 8

2.3

6

13.7

12.9

3.0

3

0.0

00 4

48

x3.2

0

.021 0

2

73

0.0

52 5

1.6

3

13.9

12.3

0.0

52 5

1.6

3

13.9

12.3

0.9

20

0.0

00 1

41

L

38x38

x6.4

0

.034 2

4

44

0.0

57 7

2.2

0

11.4

11.8

0.0

57 7

2.2

0

11.4

11.8

5.9

6

0.0

00 6

06

x4.8

0

.026 2

3

40

0.0

45 8

1.7

1

11.6

11.3

0.0

45 8

1.7

1

11.6

11.3

2.5

7

0.0

00 2

73

x3.2

0

.017 9

2

32

0.0

32 4

1.1

8

11.8

10.7

0.0

32 4

1.1

8

11.8

10.7

0.7

83

0.0

00 0

87

L

32x32

x6.4

0

.028 0

3

64

0.0

32 1

1.4

9

9.4

0

10.2

0.0

32 1

1.4

9

9.4

0

10.2

4.8

9

0.0

00 3

34

x4.8

0

.021 6

2

80

0.0

25 7

1.1

6

9.5

8

9.6

9

0.0

25 7

1.1

6

9.5

8

9.6

9

2.1

2

0.0

00 1

53

x3.2

0

.014 8

1

92

0.0

18 4

0.8

12

9.7

9

9.1

2

0.0

18 4

0.8

12

9.7

9

9.1

2

0.6

48

0.0

00 0

49

L

25x25

x6.4

0

.021 7

2

82

0.0

15 3

0.9

15

7.3

7

8.6

2

0.0

15 3

0.9

15

7.3

7

8.6

2

3.7

9

0.0

00 1

56

x4.8

0

.016 9

2

19

0.0

12 5

0.7

19

7.5

4

8.0

7

0.0

12 5

0.7

19

7.5

4

8.0

7

1.6

6

0.0

00 0

73

x3.2

0

.011 7

1

51

0.0

09 0

5

0.5

06

7.7

3

7.5

2

0.0

09 0

5

0.5

06

7.7

3

7.5

2

0.5

10

0.0

00 0

24

L

19x19

x3.2

0

.008 6

1

11

0.0

03 6

4

0.2

76

5.7

2

5.9

3

0.0

03 6

4

0.2

76

5.7

2

5.9

3

0.3

75

0.0

00 0

10

See p

age 6

-39 for

qualif

ication o

f pro

pert

ies o

f angle

s p

roduced b

y c

old

-form

ing.

6-8

0

Desig

nation

Dead

Load

Are

a

Tors

ional

Consta

nt

Warp

ing

Consta

nt

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

AN

GL

ES

- I

mp

eri

al

Se

rie

s

L5

1 -

L1

9

DIM

EN

SIO

NS

AN

D P

RO

PE

RT

IES

AB

OU

T P

RIN

CIP

AL

AX

ES

Axis

X'-X

'A

xis

Y'-Y

'

r xy

or y

xo

kg/m

mm

mm

mm

mm

mm

mm

mm

mm

4.1

1

50.8

38.1

6.3

5

17.5

8.5

3

8.1

2

13.0

24.7

0.6

06

0.5

43

3.1

4

50.8

38.1

4.7

6

17.8

8.5

3

8.1

8

13.3

25.1

0.6

04

0.5

51

2.1

4

50.8

38.1

3.1

8

18.0

8.5

4

8.2

7

13.7

25.6

0.6

03

0.5

58

4.1

2

44.5

44.5

6.3

5

16.9

0.0

0

8.6

8

14.5

23.9

0.6

32

1.0

0

3.1

5

44.5

44.5

4.7

6

17.2

0.0

0

8.7

3

14.8

24.4

0.6

29

1.0

0

2.1

4

44.5

44.5

3.1

8

17.5

0.0

0

8.8

2

15.2

24.8

0.6

27

1.0

0

3.4

8

38.1

38.1

6.3

5

14.3

0.0

0

7.4

2

12.2

20.2

0.6

34

1.0

0

2.6

7

38.1

38.1

4.7

6

14.6

0.0

0

7.4

5

12.6

20.7

0.6

30

1.0

0

1.8

2

38.1

38.1

3.1

8

14.9

0.0

0

7.5

2

12.9

21.1

0.6

27

1.0

0

2.8

5

31.8

31.8

6.3

5

11.8

0.0

0

6.1

9

10.0

16.6

0.6

39

1.0

0

2.2

0

31.8

31.8

4.7

6

12.0

0.0

0

6.2

0

10.3

17.0

0.6

32

1.0

0

1.5

1

31.8

31.8

3.1

8

12.4

0.0

0

6.2

5

10.7

17.5

0.6

28

1.0

0

2.2

2

25.4

25.4

6.3

5

9.1

7

0.0

0

4.9

8

7.7

0

13.0

0.6

47

1.0

0

1.7

2

25.4

25.4

4.7

6

9.4

5

0.0

0

4.9

4

8.0

5

13.4

0.6

37

1.0

0

1.1

9

25.4

25.4

3.1

8

9.7

4

0.0

0

4.9

7

8.3

8

13.8

0.6

30

1.0

0

0.8

74

19.1

19.1

3.1

8

7.1

8

0.0

0

3.7

2

6.1

4

10.2

0.6

34

1.0

0

The Y

-Y a

xis

of sym

metr

y o

f equal-le

g (

sin

gly

-sym

metr

ic)

angle

s in C

lause 1

3.3

.2 c

orr

esponds to X

'-X

' in

the a

bove table

.

6-8

1

tM

ass

tan!

d bd

"

r o

.a

nd

r,

y,

xo

fd

efi

nit

ion

the

for

01

-S

16

CA

N/C

SA

Se

eo

oo

"

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 22: Properties of Sections

ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

46

0 -

WT

34

5

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

yI y

Sy

r yJ

Cw

kN

/mm

m2

10

6m

m4

10

3m

m3

mm

mm

10

6m

m4

10

3m

m3

mm

10

3m

m4

10

9m

m6

W

T460

x

223

2.1

9

28 5

00

5

11

1 4

10

134

105

270

1 2

80

97.3

1

3 3

00

74.9

x

208.5

2.0

5

26 6

00

4

74

1 3

10

133

103

250

1 1

90

97.0

1

0 9

00

60.9

x

193.5

1.9

0

24 7

00

4

41

1 2

30

134

103

226

1 0

80

95.8

8 6

20

48.5

x

182.5

1.7

9

23 2

00

4

13

1 1

60

133

102

211

1 0

10

95.2

7 1

90

40.5

x

171

1.6

8

21 8

00

3

89

1 1

00

134

102

195

933

94.6

5 9

30

33.6

W

T460

x

156.5

1.5

3

19 9

00

4

10

1 2

00

143

124

85.2

551

65.4

5 7

90

32.0

x

144.5

1.4

2

18 4

00

3

76

1 1

00

143

122

78.2

508

65.2

4 6

00

24.9

x

135.5

1.3

3

17 3

00

3

53

1 0

40

143

121

72.6

473

64.7

3 8

40

20.9

x

126.5

1.2

5

16 2

00

3

29

969

143

120

66.8

437

64.3

3 1

20

17.1

x

119

1.1

7

15 2

00

3

09

916

143

121

61.4

403

63.6

2 5

70

14.4

x

111.5

1.1

0

14 3

00

2

92

874

143

122

56.1

369

62.7

2 1

10

12.4

x

100.5

0.9

88

12 8

00

2

66

814

144

126

47.2

311

60.7

1 4

50

10.0

W

T420

x

179.5

1.7

7

22 9

00

3

63

1 0

80

126

97.5

1

95

965

92.1

7 5

30

39.3

x

164.5

1.6

2

21 0

00

3

33

997

126

96.9

1

74

870

91.1

5 7

80

30.4

x

149.5

1.4

7

19 1

00

3

03

912

126

96.1

1

56

780

90.3

4 3

20

22.9

W

T420

x

113

1.1

1

14 4

00

2

47

778

131

108

56.9

387

62.8

2 5

60

11.5

x

105

1.0

3

13 4

00

2

30

733

131

109

51.3

350

61.8

2 0

20

9.5

7

x

96.5

0.9

49

12 3

00

2

13

688

131

111

45.1

309

60.5

1 5

20

7.8

1

x

88

0.8

64

11 2

00

1

96

646

132

114

39.1

268

59.1

1 1

00

6.3

5

W

T380

x

157

1.5

5

20 1

00

2

54

828

112

86.2

1

58

822

88.7

5 9

00

26.0

x

142

1.4

0

18 1

00

2

29

750

112

84.8

1

40

733

87.8

4 3

60

19.1

x

128.5

1.2

7

16 5

00

2

07

684

112

83.9

1

25

657

87.1

3 2

50

14.3

W

T380

x

98

0.9

65

12 5

00

1

75

613

118

99.0

4

0.9

305

57.1

2 0

20

7.6

3

x

92.5

0.9

07

11 8

00

1

65

580

118

99.1

3

7.5

281

56.5

1 6

60

6.4

4

x

86.5

0.8

52

11 1

00

1

56

554

119

100

34.4

257

55.7

1 3

40

5.5

4

x

80.5

0.7

87

10 2

00

1

45

523

119

102

30.4

228

54.5

1 0

30

4.6

2

x

73.5

0.7

22

9 3

70

1

34

493

120

104

26.4

200

53.1

7

78

3.8

3

W

T345

x

132.5

1.3

0

16 9

00

1

72

624

101

77.2

1

16

646

82.7

4 1

60

15.5

x

120

1.1

8

15 4

00

1

56

567

101

76.0

1

03

580

82.0

3 1

30

11.5

x

108.5

1.0

7

14 0

00

1

40

514

100

74.7

9

2.6

522

81.5

2 3

50

8.5

7

6-8

2

Desig

nation

Are

aD

ead

Load

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

46

0 -

WT

34

5

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Nom

inal

Mass

Theore

tical

Mass

Depth

.

Fla

nge

Wid

th

Fla

nge

Thic

kness

Ste

m

Thic

kness

db

tw

kg/m

kg/m

mm

mm

mm

mm

mm

mm

223

223.7

467

423

42.7

24.0

83.7

186

0.7

97

208.5

209.0

464

422

39.9

22.5

83.4

185

0.7

96

193.5

193.6

461

420

36.6

21.3

84.7

185

0.7

90

182.5

182.3

458

419

34.3

20.3

85.1

185

0.7

88

171

171.2

456

418

32.0

19.3

85.8

185

0.7

84

156.5

156.4

466

309

34.5

21.1

107

190

0.6

86

144.5

144.4

464

308

32.0

19.4

106

190

0.6

88

135.5

135.9

462

307

30.0

18.4

106

189

0.6

85

126.5

126.9

460

306

27.9

17.3

107

189

0.6

83

119

119.2

458

305

25.9

16.5

108

190

0.6

78

111.5

112.2

456

304

23.9

15.9

110

191

0.6

69

100.5

100.7

452

304

20.1

15.2

116

194

0.6

45

179.5

180.0

434

403

35.6

21.1

79.7

175

0.7

93

164.5

165.0

431

401

32.4

19.7

80.7

175

0.7

88

149.5

150.0

428

400

29.2

18.2

81.5

175

0.7

83

113

113.4

426

294

26.8

16.1

95.0

173

0.7

00

105

105.4

423

293

24.4

15.4

96.9

174

0.6

91

96.5

96.8

420

292

21.7

14.7

99.9

176

0.6

77

88

88.0

418

292

18.8

14.0

104

179

0.6

59

157

157.6

393

384

33.4

19.7

69.5

159

0.8

09

142

142.5

390

382

30.1

18.0

69.8

159

0.8

07

128.5

129.3

387

381

27.1

16.6

70.4

159

0.8

03

98

98.4

385

268

25.4

15.6

86.3

157

0.6

98

92.5

92.4

383

267

23.6

14.9

87.3

157

0.6

93

86.5

86.8

381

267

21.6

14.4

89.3

159

0.6

83

80.5

80.2

379

266

19.3

13.8

92.2

160

0.6

69

73.5

73.6

377

265

17.0

13.2

95.7

162

0.6

52

132.5

132.8

353

358

30.2

18.4

62.1

144

0.8

15

120

120.6

351

356

27.4

16.8

62.3

144

0.8

13

108.5

109.5

348

355

24.8

15.4

62.3

143

0.8

12

See C

AN

/CS

A S

16-0

1 C

lause 1

3.3

.2 for

definitio

n o

f to

rsio

nal section p

ropert

ies.

6-8

3

yo

!

r o

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 23: Properties of Sections

ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

34

5 -

WT

26

5

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

yI y

Sy

r yJ

Cw

kN

/mm

m2

10

6m

m4

10

3m

m3

mm

mm

10

6m

m4

10

3m

m3

mm

10

3m

m4

10

9m

m6

W

T345

x

85

0.8

34

10 8

00

1

21

465

106

87.1

3

3.1

259

55.3

1 5

20

4.7

2

x

76

0.7

46

9 6

90

1

07

415

105

85.8

2

8.9

227

54.6

1 1

00

3.3

8

x

70

0.6

86

8 9

10

99.3

389

106

86.5

2

5.9

204

53.9

8

33

2.7

2

x

62.5

0.6

16

8 0

00

90.0

359

106

88.3

2

2.0

174

52.5

5

86

2.1

0

W

T305

x

120.5

1.1

9

15 4

00

1

23

491

89.2

68.6

9

2.1

560

77.3

3 8

40

11.8

x

108.5

1.0

7

13 9

00

1

10

444

88.8

67.4

8

1.6

497

76.7

2 7

90

8.5

8

x

97.5

0.9

60

12 5

00

99.4

408

89.3

67.4

7

1.2

435

75.6

1 9

80

6.2

3

x

87

0.8

55

11 1

00

88.3

366

89.2

66.5

6

1.9

381

74.7

1 4

00

4.4

0

x

77.5

0.7

60

9 8

70

78.9

329

89.4

66.1

5

3.9

333

73.9

9

75

3.1

0

W

T305

x

70

0.6

88

8 9

30

77.8

334

93.3

76.2

2

2.6

196

50.3

1 0

90

2.5

8

x

62.5

0.6

13

7 9

70

69.0

299

93.1

75.4

1

9.7

172

49.7

7

69

1.8

4

x

56.5

0.5

56

7 2

20

63.2

278

93.5

76.3

1

7.1

150

48.7

5

59

1.4

3

x

50.5

0.4

99

6 4

80

57.4

256

94.1

77.8

1

4.7

129

47.7

3

89

1.0

9

W

T305

x

46

0.4

55

5 9

10

55.0

256

96.4

87.6

7

.21

80.5

3

4.9

3

67

1.0

5

x

41

0.4

04

5 2

50

48.9

231

96.5

88.6

6

.05

67.9

3

3.9

2

54

0.7

85

W

T265

x

109.5

1.0

7

13 9

00

85.0

388

78.1

60.8

7

8.4

493

75.0

3 2

00

8.7

4

x

98

0.9

64

12 5

00

75.2

345

77.5

59.0

6

9.3

438

74.4

2 3

40

6.2

8

x

91

0.8

92

11 6

00

69.3

317

77.3

57.9

6

3.6

404

74.1

1 8

60

4.9

4

x

82.5

0.8

11

10 5

00

62.2

288

76.9

56.7

5

6.8

363

73.4

1 4

10

3.7

0

x

75

0.7

39

9 6

00

56.5

261

76.7

55.5

5

1.4

330

73.2

1 0

80

2.7

9

W

T265

x

69

0.6

79

8 8

20

60.2

293

82.6

69.6

1

9.3

181

46.8

1 2

50

2.5

0

x

61.5

0.6

04

7 8

50

52.6

258

81.9

67.6

1

6.9

159

46.4

8

99

1.7

5

x

54.5

0.5

35

6 9

50

46.2

227

81.5

66.1

1

4.8

140

46.1

6

30

1.2

0

x

50.5

0.4

98

6 4

70

43.0

212

81.6

65.9

1

3.5

128

45.6

5

07

0.9

73

x

46

0.4

54

5 8

90

39.3

196

81.7

66.0

1

1.9

114

44.9

3

80

0.7

54

x

41

0.4

03

5 2

30

35.0

178

81.9

66.9

1

0.1

97.0

4

4.0

2

58

0.5

55

W

T265

x

42.5

0.4

16

5 4

00

37.8

194

83.7

72.7

6

.32

76.1

3

4.2

3

67

0.6

75

x

37

0.3

67

4 7

70

33.7

177

84.1

74.7

5

.21

62.7

3

3.1

2

39

0.5

16

x

33

0.3

23

4 1

90

29.8

159

84.3

76.1

4

.29

52.0

3

2.0

1

59

0.3

80

6-8

4

Desig

nation

Dead

Load

Are

a

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

34

5 -

WT

26

5

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

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inal

Mass

Theore

tical

Mass

Depth

.

Fla

nge

Wid

th

Fla

nge

Thic

kness

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m

Thic

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tw

kg/m

kg/m

mm

mm

mm

mm

mm

mm

85

85.0

347

256

23.6

14.5

75.3

141

0.7

15

76

76.1

344

254

21.1

13.1

75.2

140

0.7

13

70

69.9

342

254

18.9

12.4

77.1

141

0.7

03

62.5

62.8

339

253

16.3

11.7

80.2

143

0.6

86

120.5

120.9

318

329

31.0

17.9

53.1

129

0.8

32

108.5

108.9

314

328

27.7

16.5

53.5

129

0.8

28

97.5

97.8

311

327

24.4

15.4

55.2

129

0.8

18

87

87.1

308

325

21.6

14.0

55.7

129

0.8

13

77.5

77.5

306

324

19.0

12.7

56.6

129

0.8

08

70

70.1

309

230

22.2

13.1

65.1

124

0.7

26

62.5

62.5

306

229

19.6

11.9

65.6

124

0.7

21

56.5

56.7

304

228

17.3

11.2

67.7

125

0.7

08

50.5

50.9

302

228

14.9

10.5

70.3

127

0.6

92

46

46.4

302

179

15.0

10.9

80.1

130

0.6

21

41

41.2

300

178

12.8

10.0

82.2

131

0.6

07

109.5

109.5

280

318

29.2

18.3

46.2

118

0.8

46

98

98.3

277

316

26.3

16.5

45.9

117

0.8

46

91

90.9

276

315

24.4

15.2

45.7

116

0.8

46

82.5

82.7

273

313

22.2

14.0

45.6

116

0.8

45

75

75.4

272

312

20.3

12.7

45.4

115

0.8

45

69

69.2

275

214

23.6

14.7

57.8

111

0.7

30

61.5

61.6

272

212

21.2

13.1

57.0

110

0.7

31

54.5

54.6

270

211

18.8

11.6

56.7

109

0.7

32

50.5

50.8

269

210

17.4

10.9

57.2

110

0.7

28

46

46.3

267

209

15.6

10.2

58.2

110

0.7

19

41

41.1

264

209

13.3

9.5

60.2

111

0.7

04

42.5

42.4

268

166

16.5

10.3

64.4

111

0.6

63

37

37.4

265

166

13.6

9.7

67.9

113

0.6

39

33

32.9

263

165

11.4

8.9

70.4

114

0.6

21

See C

AN

/CS

A S

16-0

1 C

lause 1

3.3

.2 for

definitio

n o

f to

rsio

nal section p

ropert

ies.

6-8

5

yo

!

r o

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 24: Properties of Sections

ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

23

0 -

WT

20

5

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

yI y

Sy

r yJ

Cw

kN

/mm

m2

10

6m

m4

10

3m

m3

mm

mm

10

6m

m4

10

3m

m3

mm

10

3m

m4

10

9m

m6

W

T230

x

88.5

0.8

70

11 3

00

49.4

260

66.1

51.4

5

2.5

367

68.2

2 2

00

4.6

6

x

79

0.7

73

10 0

00

43.5

231

65.8

50.1

4

5.7

322

67.4

1 5

50

3.2

5

x

72

0.7

09

9 2

10

39.0

208

65.1

48.4

4

1.8

295

67.4

1 2

20

2.4

9

x

64

0.6

31

8 1

90

34.5

185

64.9

47.2

3

6.7

260

66.9

8

56

1.7

4

x

56.5

0.5

55

7 2

10

30.2

162

64.7

46.0

3

1.7

226

66.3

5

90

1.1

8

W

T230

x

53

0.5

19

6 7

40

32.8

185

69.7

57.5

1

2.6

130

43.2

7

26

1.0

7

x

48.5

0.4

74

6 1

50

29.4

166

69.1

55.8

1

1.4

118

43.1

5

63

0.8

02

x

44.5

0.4

38

5 6

90

27.0

152

68.8

54.8

1

0.5

109

42.9

4

53

0.6

30

x

41

0.4

02

5 2

20

24.8

141

68.9

54.8

9

.31

97.5

4

2.2

3

45

0.4

93

x

37

0.3

64

4 7

30

22.4

128

68.8

54.1

8

.30

87.4

4

1.9

2

58

0.3

66

W

T230

x

34

0.3

36

4 3

70

21.8

128

70.6

59.2

4

.70

61.1

3

2.8

2

54

0.3

23

x

30

0.2

92

3 8

00

18.8

111

70.4

58.3

3

.98

52.0

3

2.4

1

67

0.2

13

x

26

0.2

55

3 3

10

16.7

102

71.0

60.8

3

.17

41.7

3

0.9

1

05

0.1

60

W

T205

x

74.5

0.7

40

9 6

10

32.3

188

57.9

44.7

3

8.8

293

63.6

1 7

00

2.7

9

x

66

0.6

56

8 5

20

28.0

165

57.4

43.1

3

3.7

256

62.9

1 2

00

1.9

2

x

57

0.5

69

7 3

90

23.9

141

56.8

41.3

2

8.6

219

62.3

8

02

1.2

4

x

50

0.4

96

6 4

40

20.4

121

56.2

39.6

2

4.8

191

62.0

5

44

0.8

10

W

T205

x

42.5

0.4

17

5 4

20

20.4

127

61.3

49.3

9

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99.6

4

0.8

4

62

0.5

36

x

37

0.3

68

4 7

80

17.8

112

61.1

48.2

7

.79

86.6

4

0.4

3

18

0.3

66

x

33.5

0.3

31

4 3

00

15.8

100

60.7

47.3

6

.90

77.0

4

0.0

2

34

0.2

65

x

30

0.2

92

3 8

00

13.9

87.8

60.4

46.1

6

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67.7

3

9.8

1

64

0.1

80

x

27

0.2

62

3 4

10

12.8

83.3

61.4

48.0

5

.05

57.0

3

8.5

1

13

0.1

39

W

T205

x

23

0.2

27

2 9

50

11.5

76.3

62.4

51.5

2

.57

36.7

2

9.5

96.0

0.0

99 0

x

19.5

0.1

93

2 5

00

10.0

67.9

63.1

53.5

2

.02

28.8

2

8.4

55.3

0.0

67 5

6-8

6

Desig

nation

Dead

Load

Are

a

CIS

C H

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Mass

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Depth

.

Fla

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Wid

th

Fla

nge

Thic

kness

Ste

m

Thic

kness

db

tw

kg/m

kg/m

mm

mm

mm

mm

mm

mm

88.5

88.6

241

286

26.9

16.6

38.0

102

0.8

62

79

78.8

238

284

23.9

15.0

38.1

102

0.8

59

72

72.3

236

283

22.1

13.6

37.3

101

0.8

63

64

64.3

234

282

19.6

12.2

37.4

100

0.8

61

56.5

56.6

232

280

17.3

10.8

37.4

99.9

0.8

60

53

52.9

235

194

20.6

12.6

47.2

94.6

0.7

52

48.5

48.3

233

193

19.0

11.4

46.3

93.7

0.7

56

44.5

44.7

232

192

17.7

10.5

45.9

93.2

0.7

57

41

41.0

230

191

16.0

9.9

46.8

93.4

0.7

49

37

37.1

229

190

14.5

9.0

46.8

93.2

0.7

48

34

34.3

230

154

15.4

9.1

51.5

93.4

0.6

96

30

29.8

228

153

13.3

8.0

51.7

93.1

0.6

92

26

26.0

225

152

10.8

7.6

55.4

95.2

0.6

62

74.5

75.4

216

265

25.0

14.9

32.2

91.8

0.8

77

66

66.8

213

263

22.2

13.3

32.0

91.0

0.8

76

57

58.0

210

261

19.3

11.6

31.7

90.0

0.8

76

50

50.6

208

260

16.9

10.0

31.1

89.3

0.8

79

42.5

42.5

209

181

18.2

10.9

40.2

83.9

0.7

70

37

37.5

207

180

16.0

9.7

40.2

83.5

0.7

68

33.5

33.8

205

179

14.4

8.8

40.1

83.0

0.7

67

30

29.8

204

178

12.8

7.7

39.7

82.5

0.7

69

27

26.7

202

177

10.9

7.5

42.6

84.0

0.7

43

23

23.1

202

140

11.2

7.0

45.9

82.9

0.6

94

19.5

19.6

200

140

8.8

6.4

49.1

84.8

0.6

66

See C

AN

/CS

A S

16-0

1 C

lause 1

3.3

.2 for

definitio

n o

f to

rsio

nal section p

ropert

ies.

6-8

7

yo

!

r o

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 25: Properties of Sections

ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

18

0

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

yI y

Sy

r yJ

Cw

kN

/mm

m2

10

6m

m4

10

3m

m3

mm

mm

10

6m

m4

10

3m

m3

mm

10

3m

m4

10

9m

m6

W

T180

x

543

5.3

4

69 3

00

308

1570

66.7

88.2

981

4 3

20

119

299 0

00

1 4

10

x

495

4.8

6

63 1

00

259

1350

64.1

82.7

867

3 8

70

117

232 0

00

1 0

60

x

450

4.4

3

57 5

00

219

1160

61.7

77.5

767

3 4

70

115

180 0

00

791

x

409

4.0

2

52 2

00

184

997

59.4

72.4

678

3 1

00

114

138 0

00

585

x

372

3.6

5

47 4

00

156

864

57.4

67.9

600

2 7

80

112

106 0

00

434

x

338.5

3.3

3

43 2

00

134

754

55.8

63.9

534

2 5

00

111

81 6

00

325

W

T180

x

317

3.1

1

40 4

00

119

677

54.3

61.0

491

2 3

20

110

68 3

00

266

x

296

2.9

1

37 8

00

108

620

53.5

58.6

451

2 1

40

109

56 4

00

215

x

275.5

2.7

0

35 1

00

95.9

557

52.3

55.8

412

1 9

70

108

46 0

00

172

x

254.5

2.5

0

32 5

00

84.8

499

51.1

53.0

377

1 8

10

108

36 7

00

135

x

231.5

2.2

7

29 5

00

73.8

439

50.0

50.1

335

1 6

30

107

28 1

00

100

x

210.5

2.0

7

26 9

00

64.2

387

48.9

47.3

300

1 4

70

106

21 6

00

75.5

x

191

1.8

8

24 4

00

55.4

338

47.7

44.5

268

1 3

20

105

16 3

00

56.0

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173.5

1.7

0

22 1

00

48.5

300

46.8

42.1

240

1 1

90

104

12 4

00

41.6

x

157

1.5

4

20 0

00

42.6

266

46.2

39.9

213

1 0

60

103

9 2

10

30.3

x

143.5

1.4

1

18 3

00

37.6

236

45.3

37.9

194

972

103

7 2

30

23.5

x

131

1.2

9

16 7

00

33.9

215

45.0

36.4

175

880

102

5 5

10

17.6

x

118.5

1.1

6

15 0

00

29.1

187

44.0

34.3

155

786

102

4 0

80

12.8

x

108

1.0

6

13 8

00

26.2

169

43.6

32.9

141

717

101

3 1

60

9.7

9

W

T180

x

98

0.9

64

12 5

00

24.0

157

43.8

32.7

114

611

95.5

2 5

60

7.1

7

x

89.5

0.8

79

11 4

00

21.6

141

43.5

31.4

103

555

95.2

1 9

50

5.4

0

x

81

0.7

95

10 3

00

18.8

124

42.7

29.8

9

2.8

500

94.8

1 4

70

4.0

0

x

73.5

0.7

24

9 4

00

17.0

113

42.6

28.9

8

3.6

452

94.3

1 1

10

2.9

8

x

67

0.6

57

8 5

30

15.2

101

42.2

27.8

7

5.4

409

94.0

8

40

2.2

2

W

T180

x

61

0.5

97

7 7

60

17.3

118

47.2

35.5

3

0.7

239

62.9

1 0

50

1.5

1

x

55

0.5

40

7 0

20

15.0

102

46.2

33.5

2

7.8

218

63.0

7

99

1.1

2

x

50.5

0.4

97

6 4

50

13.7

93.7

46.1

32.7

2

5.3

199

62.6

6

26

0.8

63

x

45.5

0.4

46

5 7

90

12.1

83.5

45.8

31.7

2

2.4

176

62.2

4

56

0.6

17

W

T180

x

39.5

0.3

89

5 0

50

11.5

81.2

47.8

35.0

1

2.1

118

48.9

4

05

0.3

94

x

36

0.3

51

4 5

50

10.3

73.1

47.5

34.2

1

0.7

105

48.5

3

00

0.2

86

x

32

0.3

14

4 0

70

9.1

7

65.2

47.4

33.4

9.4

292.8

48.1

2

18

0.2

02

6-8

8

Desig

nation

Dead

Load

Are

a

CIS

C H

an

db

oo

k o

f S

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l C

on

str

uctio

n

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RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

18

0

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Nom

inal

Mass

Theore

tical

Mass

Depth

.

Fla

nge

Wid

th

Fla

nge

Thic

kness

Ste

m

Thic

kness

db

tw

kg/m

kg/m

mm

mm

mm

mm

mm

mm

543

544.2

285

454

125

78.0

25.7

139

0.9

66

495

495.5

275

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71.9

25.2

136

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66

450

451.3

266

442

106

65.9

24.5

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0.9

66

409

409.5

257

437

97.0

60.5

23.9

131

0.9

66

372

372.1

249

432

88.9

55.6

23.5

128

0.9

67

338.5

339.1

242

428

81.5

51.2

23.1

127

0.9

67

317

317.1

237

424

77.1

47.6

22.4

125

0.9

68

296

296.5

233

421

72.3

45.0

22.4

124

0.9

67

275.5

275.5

228

418

67.6

42.0

22.0

122

0.9

68

254.5

254.7

223

416

62.7

39.1

21.6

121

0.9

68

231.5

231.6

218

412

57.4

35.8

21.4

120

0.9

68

210.5

211.0

213

409

52.6

32.8

21.0

118

0.9

69

191

191.2

208

406

48.0

29.8

20.5

117

0.9

69

173.5

173.6

204

404

43.7

27.2

20.2

116

0.9

70

157

156.8

200

401

39.6

24.9

20.1

115

0.9

69

143.5

143.9

197

399

36.6

22.6

19.6

114

0.9

70

131

131.4

194

398

33.3

21.1

19.8

113

0.9

70

118.5

118.1

190

395

30.2

18.9

19.2

112

0.9

71

108

108.2

188

394

27.7

17.3

19.0

112

0.9

71

98

98.3

186

374

26.2

16.4

19.6

107

0.9

66

89.5

89.6

184

373

23.9

15.0

19.5

106

0.9

66

81

81.0

182

371

21.8

13.3

18.9

106

0.9

68

73.5

73.8

180

370

19.8

12.3

19.0

105

0.9

67

67

67.0

178

369

18.0

11.2

18.8

105

0.9

68

61

60.9

182

257

21.7

13.0

24.6

82.4

0.9

11

55

55.1

180

256

19.9

11.4

23.6

81.6

0.9

16

50.5

50.6

179

255

18.3

10.5

23.6

81.3

0.9

16

45.5

45.4

177

254

16.4

9.5

23.5

80.8

0.9

15

39.5

39.6

177

205

16.8

9.4

26.6

73.4

0.8

68

36

35.7

175

204

15.1

8.6

26.7

73.0

0.8

66

32

32.0

174

203

13.5

7.7

26.6

72.6

0.8

65

See C

AN

/CS

A S

16-0

1 C

lause 1

3.3

.2 for

definitio

n o

f to

rsio

nal section p

ropert

ies.

6-8

9

!

yo

r o

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 26: Properties of Sections

ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

18

0 -

WT

15

5

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

yI y

Sy

r yJ

Cw

kN

/mm

m2

10

6m

m4

10

3m

m3

mm

mm

10

6m

m4

10

3m

m3

mm

10

3m

m4

10

9m

m6

W

T180

x

28.5

0.2

78

3 6

10

9.7

0

69.4

51.9

39.2

5.5

6

64.7

39.3

1

67

0.1

50

x

25.5

0.2

48

3 2

30

8.7

3

62.8

52.0

39.0

4.8

4

56.6

38.7

1

19

0.1

07

x

22.5

0.2

21

2 8

70

7.9

6

58.6

52.7

40.2

4.0

9

47.8

37.8

79.7

0.0

78 4

W

T180

x

19.5

0.1

92

2 5

00

7.2

8

54.7

54.0

43.8

1.8

8

29.3

27.4

75.3

0.0

56 4

x

16.5

0.1

61

2 0

90

6.1

9

47.6

54.4

44.8

1.4

5

22.9

26.4

42.8

0.0

35 7

W

T155

x

250

2.4

6

31 9

00

79.7

513

50.0

58.7

247

1 4

50

88.0

50 1

00

130

x

227

2.2

3

28 9

00

68.2

446

48.6

55.2

218

1 3

00

86.8

38 3

00

95.7

x

207.5

2.0

4

26 5

00

59.6

397

47.4

52.2

195

1 1

70

85.9

29 5

00

71.9

x

187.5

1.8

4

23 9

00

50.5

343

46.0

48.9

172

1 0

40

84.8

22 3

00

52.5

x

171

1.6

8

21 9

00

43.8

302

44.8

46.1

155

946

84.2

17 4

00

40.0

x

156.5

1.5

4

20 0

00

38.5

269

43.9

43.8

139

852

83.3

13 4

00

30.1

W

T155

x

141.5

1.3

9

18 0

00

33.1

233

42.8

41.1

123

764

82.6

10 1

00

22.1

x

126.5

1.2

4

16 1

00

28.1

202

41.8

38.6

107

673

81.6

7 3

50

15.6

x

113

1.1

1

14 4

00

24.3

176

41.0

36.4

9

4.6

597

81.0

5 3

60

11.1

x

101

0.9

94

12 9

00

21.3

156

40.7

34.6

8

2.9

527

80.1

3 8

60

7.8

2

x

89.5

0.8

77

11 4

00

18.2

135

39.9

32.5

7

1.9

459

79.4

2 6

80

5.3

0

x

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0.7

73

10 0

00

15.2

114

38.9

30.3

6

2.4

402

78.8

1 8

80

3.6

3

x

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20

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30

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60

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5

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326

78.0

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60

1.9

8

x

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0.5

76

7 4

90

10.7

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5.1

294

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7

99

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x

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25

6 8

20

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1

74.7

37.7

26.0

4

0.6

265

77.2

6

07

1.0

9

x

48.5

0.4

75

6 1

70

8.5

9

66.6

37.3

25.0

3

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239

76.9

4

55

0.8

04

W

T155

x

43

0.4

24

5 5

00

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3

61.5

38.0

26.1

2

2.3

175

63.6

4

38

0.5

59

x

39.5

0.3

87

5 0

30

7.3

8

58.1

38.3

26.1

2

0.0

157

63.0

3

28

0.4

13

W

T155

x

37

0.3

63

4 7

10

7.8

0

62.3

40.7

29.7

1

1.7

114

49.9

3

58

0.3

32

x

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0.3

25

4 2

20

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55.3

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1

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49.5

2

60

0.2

36

x

30

0.2

90

3 7

70

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5

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27.7

9.1

4

90.1

49.2

1

89

0.1

67

W

T155

x

26

0.2

57

3 3

40

6.6

6

52.9

44.7

33.1

5.1

3

61.4

39.2

1

54

0.1

18

x

22.5

0.2

19

2 8

50

5.6

4

45.2

44.5

32.2

4.2

7

51.5

38.7

95.5

0.0

72 3

x

19.5

0.1

90

2 4

70

4.8

2

39.0

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31.4

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3

44.0

38.4

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0.0

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W

T155

x

16.5

0.1

61

2 0

90

4.9

2

42.7

48.5

41.7

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59

18.8

21.4

60.7

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37 1

x

14

0.1

39

1 8

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15.5

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1 5

20

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7

33.8

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44.6

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78

11.4

19.5

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18 5

x

10.5

0.1

04

1 3

50

3.2

5

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49.1

45.0

0.4

91

9.7

319.1

14.6

0.0

13 6

6-9

0

Desig

nation

Dead

Load

Are

a

CIS

C H

an

db

oo

k o

f S

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l C

on

str

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ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

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s

WT

18

0 -

WT

15

5

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Nom

inal

Mass

Theore

tical

Mass

Depth

.

Fla

nge

Wid

th

Fla

nge

Thic

kness

Ste

m

Thic

kness

db

tw

kg/m

kg/m

mm

mm

mm

mm

mm

mm

28.5

28.3

179

172

13.1

7.9

32.6

72.8

0.7

99

25.5

25.3

178

171

11.6

7.2

33.2

72.8

0.7

93

22.5

22.5

176

171

9.8

6.9

35.3

73.8

0.7

71

19.5

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128

10.7

6.5

38.5

71.8

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13

16.5

16.4

175

127

8.5

5.8

40.6

72.8

0.6

90

250

250.4

214

340

75.1

45.1

21.1

103

0.9

58

227

227.1

208

336

68.7

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102

0.9

58

207.5

207.7

202

334

62.7

38.9

20.8

100

0.9

57

187.5

187.5

196

330

57.2

35.4

20.3

98.6

0.9

58

171

171.6

191

328

52.6

32.6

19.8

97.4

0.9

59

156.5

156.7

187

325

48.3

30.0

19.6

96.2

0.9

58

141.5

141.6

183

322

44.1

26.9

19.1

95.0

0.9

60

126.5

126.5

178

319

39.6

24.4

18.8

93.6

0.9

60

113

113.4

174

317

35.6

22.1

18.6

92.6

0.9

60

101

101.4

171

315

31.8

20.1

18.7

91.8

0.9

59

89.5

89.4

167

313

28.1

18.0

18.5

90.8

0.9

59

79

78.8

164

310

25.1

15.5

17.8

89.7

0.9

61

71.5

71.6

162

309

22.9

14.0

17.5

89.2

0.9

62

64.5

64.8

159

308

20.6

13.1

17.6

88.6

0.9

60

59

58.8

157

307

18.7

11.9

17.4

88.1

0.9

61

53.5

53.5

156

306

17.0

10.9

17.5

87.7

0.9

60

48.5

48.4

154

305

15.4

9.9

17.3

87.2

0.9

61

43

43.2

155

254

16.3

9.1

18.0

76.2

0.9

44

39.5

39.5

153

254

14.6

8.8

18.8

76.1

0.9

39

37

37.0

155

205

16.3

9.4

21.6

67.9

0.8

99

33.5

33.2

153

204

14.6

8.5

21.5

67.4

0.8

98

30

29.6

152

203

13.1

7.5

21.2

66.9

0.9

00

26

26.2

159

167

13.2

7.6

26.5

65.1

0.8

35

22.5

22.3

157

166

11.2

6.6

26.6

64.7

0.8

31

19.5

19.4

155

165

9.7

5.8

26.5

64.3

0.8

30

16.5

16.4

157

102

10.8

6.6

36.3

64.3

0.6

81

14

14.2

155

102

8.9

6.0

37.6

64.9

0.6

64

12

11.9

153

101

6.7

5.6

41.3

67.1

0.6

21

10.5

10.6

152

101

5.7

5.1

42.2

67.5

0.6

09

See C

AN

/CS

A S

16-0

1 C

lause 1

3.3

.2 for

definitio

n o

f to

rsio

nal section p

ropert

ies.

6-9

1

yo

!

r o

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 27: Properties of Sections

ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

12

5 -

WT

10

0

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

yI y

Sy

r yJ

Cw

kN

/mm

m2

10

6m

m4

10

3m

m3

mm

mm

10

6m

m4

10

3m

m3

mm

10

3m

m4

10

9m

m6

W

T125

x

83.5

0.8

22

10 7

00

12.1

106

33.7

30.8

4

9.4

373

68.0

3 1

40

4.5

8

x

74.5

0.7

31

9 4

90

10.2

91.3

32.9

28.8

4

3.1

328

67.4

2 2

50

3.1

9

x

65.5

0.6

44

8 3

60

8.7

3

78.7

32.3

27.0

3

7.2

285

66.7

1 5

60

2.1

5

x

57.5

0.5

63

7 3

20

7.3

4

66.8

31.7

25.2

3

2.0

247

66.2

1 0

60

1.4

3

x

50.5

0.4

96

6 4

40

6.1

7

57.0

31.0

23.6

2

7.7

216

65.6

7

41

0.9

73

x

44.5

0.4

39

5 7

00

5.3

9

50.2

30.7

22.5

2

4.2

189

65.1

5

17

0.6

64

x

40

0.3

93

5 1

00

4.6

1

43.2

30.1

21.2

2

1.6

169

65.0

3

77

0.4

77

x

36.5

0.3

58

4 6

50

4.1

7

39.2

30.0

20.5

1

9.4

153

64.6

2

87

0.3

56

W

T125

x

33.5

0.3

30

4 2

80

4.3

4

41.0

31.8

23.2

1

1.1

109

51.0

3

12

0.2

63

x

29

0.2

86

3 7

10

3.6

8

35.5

31.5

22.2

9.4

2

92.8

50.4

2

04

0.1

67

x

24.5

0.2

41

3 1

30

3.2

5

32.0

32.2

22.3

7.5

6

74.9

49.2

1

20

0.0

94 9

W

T125

x

22.5

0.2

20

2 8

60

3.8

6

36.7

36.7

27.8

3.5

2

47.5

35.1

1

30

0.0

74 1

x

19.5

0.1

90

2 4

60

3.2

6

31.3

36.4

26.7

2.9

7

40.4

34.7

84.1

0.0

46 7

x

16.5

0.1

61

2 0

80

2.8

5

28.1

37.0

27.3

2.3

6

32.4

33.7

49.1

0.0

28 4

W

T125

x

14

0.1

40

1 8

10

2.7

9

28.7

39.2

32.6

0.8

88

17.4

22.1

48.2

0.0

21 6

x

12.5

0.1

25

1 6

20

2.5

6

26.8

39.8

33.6

0.7

46

14.6

21.5

32.5

0.0

16 6

x

11

0.1

10

1 4

30

2.2

7

24.5

39.9

34.6

0.6

13

12.0

20.7

21.6

0.0

12 6

x

9 0

.088

1 1

40

1.8

3

20.0

40.1

34.8

0.4

57

9.0

4

20.0

11.2

0.0

06 8

W

T100

x

50

0.4

89

6 3

40

4.6

1

50.6

27.0

23.9

1

8.3

174

53.7

1 0

40

0.9

49

x

43

0.4

25

5 5

20

3.8

0

42.8

26.2

22.2

1

5.7

150

53.3

6

94

0.6

17

x

35.5

0.3

50

4 5

50

2.8

6

32.5

25.1

19.8

1

2.7

123

52.8

4

07

0.3

49

x

29.5

0.2

91

3 7

80

2.3

9

27.7

25.1

18.7

1

0.2

99.5

52.0

2

31

0.1

91

x

26

0.2

56

3 3

30

2.0

0

23.4

24.5

17.5

8.9

2

87.4

51.8

1

61

0.1

30

x

23

0.2

26

2 9

30

1.7

9

21.1

24.7

17.0

7.6

7

75.6

51.2

1

10

0.0

86 6

W

T100

x

21

0.2

05

2 6

60

1.7

8

21.2

25.9

18.8

4.5

0

54.2

41.2

1

11

0.0

61 7

x

18

0.1

76

2 2

90

1.4

8

17.7

25.4

17.7

3.8

2

46.3

40.9

72.5

0.0

38 9

W

T100

x

15.5

0.1

54

2 0

00

1.6

3

19.4

28.5

21.1

2.0

5

30.6

32.0

59.4

0.0

25 0

x

13.5

0.1

31

1 7

00

1.4

3

17.3

29.1

21.3

1.6

5

24.8

31.2

35.5

0.0

15 1

W

T100

x

11

0.1

10

1 4

30

1.3

6

17.5

30.9

25.3

0.7

10

13.9

22.3

28.1

0.0

10 2

x

9.5

0.0

96

1 2

40

1.2

2

16.0

31.3

26.1

0.5

77

11.3

21.6

18.0

0.0

07 2

x

7.5

0.0

73

952

0.8

85

11.7

30.5

24.1

0.4

34

8.6

9

21.4

8.7

5

0.0

03 0

6-9

2

Are

aD

esig

nation

Dead

Load

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

12

5 -

WT

10

0

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Nom

inal

Mass

Theore

tical

Mass

Depth

.

Fla

nge

Wid

th

Fla

nge

Thic

kness

Ste

m

Thic

kness

db

tw

kg/m

kg/m

mm

mm

mm

mm

mm

mm

83.5

83.8

145

265

31.8

19.2

14.9

77.4

0.9

63

74.5

74.5

141

263

28.4

17.3

14.6

76.4

0.9

63

65.5

65.6

138

261

25.1

15.4

14.5

75.6

0.9

63

57.5

57.4

135

259

22.1

13.5

14.2

74.7

0.9

64

50.5

50.6

132

257

19.6

11.9

13.8

73.9

0.9

65

44.5

44.8

130

256

17.3

10.7

13.9

73.4

0.9

64

40

40.1

128

255

15.6

9.4

13.4

72.9

0.9

66

36.5

36.5

127

254

14.2

8.6

13.4

72.5

0.9

66

33.5

33.6

129

204

15.7

8.9

15.4

62.0

0.9

39

29

29.1

126

203

13.5

8.0

15.5

61.4

0.9

37

24.5

24.6

124

202

11.0

7.4

16.8

61.1

0.9

25

22.5

22.5

133

148

13.0

7.6

21.3

55.1

0.8

51

19.5

19.3

131

147

11.2

6.6

21.1

54.5

0.8

50

16.5

16.4

129

146

9.1

6.1

22.7

54.9

0.8

29

14

14.2

130

102

10.0

6.4

27.6

52.9

0.7

27

12.5

12.7

129

102

8.4

6.1

29.4

53.9

0.7

02

11

11.2

127

102

6.9

5.8

31.1

54.7

0.6

76

9

8.9

126

101

5.3

4.8

32.1

55.1

0.6

60

50

49.8

115

210

23.7

14.5

12.1

61.3

0.9

61

43

43.4

111

209

20.6

13.0

11.9

60.6

0.9

61

35.5

35.7

108

206

17.4

10.2

11.1

59.5

0.9

65

29.5

29.7

105

205

14.2

9.1

11.6

58.9

0.9

61

26

26.1

103

204

12.6

7.9

11.2

58.4

0.9

63

23

23.0

102

203

11.0

7.2

11.5

58.0

0.9

61

21

20.9

103

166

11.8

7.2

12.9

50.3

0.9

35

18

18.0

101

165

10.2

6.2

12.6

49.7

0.9

36

15.5

15.7

105

134

10.2

6.4

16.0

45.8

0.8

77

13.5

13.3

104

133

8.4

5.8

17.1

45.9

0.8

62

11

11.2

103

102

8.0

6.2

21.3

43.6

0.7

61

9.5

9.7

102

102

6.5

5.8

22.8

44.3

0.7

34

7.5

7.5

100

100

5.2

4.3

21.5

43.0

0.7

50

See C

AN

/CS

A S

16-0

1 C

lause 1

3.3

.2 for

definitio

n o

f to

rsio

nal section p

ropert

ies.

6-9

3

yo

!

r o

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 28: Properties of Sections

ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

75

- W

T5

0

PR

OP

ER

TIE

S

Axis

X-X

Axis

Y-Y

Tors

ional

Consta

nt

Warp

ing

Consta

nt

I xS

xr x

yI y

Sy

r yJ

Cw

kN

/mm

m2

10

6m

m4

10

3m

m3

mm

mm

10

6m

m4

10

3m

m3

mm

10

3m

m4

10

9m

m6

W

T75

x

18.5

0.1

83

2 3

70

0.9

47

14.5

20.0

15.5

3.5

3

45.9

38.6

97.9

0.0

45 9

x

15

0.1

47

1 9

00

0.7

25

11.3

19.5

14.1

2.7

8

36.3

38.2

51.4

0.0

23 2

x

11

0.1

10

1 4

30

0.5

81

9.3

8

20.2

14.1

1.9

3

25.4

36.8

21.6

0.0

09 1

W

T75

x

12

0.1

18

1 5

30

0.7

08

11.3

21.5

17.3

0.9

13

17.9

24.4

46.4

0.0

11 4

x

9 0

.088

1 1

40

0.5

44

9.1

6

21.8

17.1

0.6

29

12.3

23.5

18.6

0.0

04 7

x

7 0

.067

8

66

0.3

95

6.6

8

21.4

15.8

0.4

59

9.1

8

23.0

8.5

0

0.0

02 0

W

T65

x

14

0.1

38

1 8

00

0.4

26

8.0

2

15.4

12.4

1.9

1

29.8

32.6

65.4

0.0

20 8

x

12

0.1

16

1 5

10

0.3

50

6.7

4

15.2

11.6

1.5

5

24.5

32.1

39.4

0.0

12 0

W

T50

x

9.5

0.0

95

1 2

40

0.2

21

5.2

8

13.4

11.2

0.8

03

15.6

25.5

31.5

0.0

06 3

6-9

4

Dead

Load

Are

aD

esig

nation

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

ST

RU

CT

UR

AL

TE

ES

Cu

t fr

om

W S

ha

pe

s

WT

75

- W

T5

0

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Nom

inal

Mass

Theore

tical

Mass

Depth

.

Fla

nge

Wid

th

Fla

nge

Thic

kness

Ste

m

Thic

kness

db

tw

kg/m

kg/m

mm

mm

mm

mm

mm

mm

18.5

18.6

81.0

154

11.6

8.1

9.6

7

44.5

0.9

53

15

14.9

78.5

153

9.3

6.6

9.5

0

43.9

0.9

53

11

11.2

76.0

152

6.6

5.8

10.8

43.3

0.9

38

12

12.0

80.0

102

10.3

6.6

12.1

34.7

0.8

78

9

9.0

76.5

102

7.1

5.8

13.5

34.8

0.8

49

7

6.8

75.0

100

5.5

4.3

13.0

34.0

0.8

53

14

14.1

65.5

128

10.9

6.9

6.9

7

36.7

0.9

64

12

11.9

63.5

127

9.1

6.1

7.0

7

36.2

0.9

62

9.5

9.7

53.0

103

8.8

7.1

6.8

0

29.6

0.9

47

See C

AN

/CS

A S

16-0

1 C

lause 1

3.3

.2 for

definitio

n o

f to

rsio

nal section p

ropert

ies.

6-9

5

yo

!

r o

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 29: Properties of Sections

6-9

6

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

SP

RO

DU

CE

D T

O C

SA

G4

0.2

0

Gen

era

l

Holl

ow

Str

uct

ura

l S

ecti

ons

(HS

S)

are

pro

duce

d i

n C

anad

a to

the

requir

emen

ts o

f th

e

CS

A G

40.2

0 S

tandar

d t

o e

ither

Cla

ss C

or

Cla

ss H

, fr

om

ste

el m

eeti

ng t

he

requir

emen

ts

of

the

CS

A G

40.2

1 m

ater

ial

Sta

ndar

d.

The

norm

al g

rade

of

stee

l use

d i

s G

40.2

1 3

50W

.

See

pag

es

6-1

5

and

6-1

6

for

des

crip

tions

of

the

clas

s of

HS

S

and

for

dat

a on

man

ufa

cturi

ng t

ole

rance

s. R

ound s

ecti

ons

pro

duce

d i

n a

ccord

ance

wit

h c

om

mon p

ipe

spec

ific

atio

ns

may

som

etim

es b

e use

d a

s st

ruct

ura

l m

emb

ers,

but

are

not

clas

sifi

ed a

s

HS

S (

see

pag

e 6

-99

).

Pro

pert

ies a

nd

Dim

en

sio

ns

The

table

s of

pro

per

ties

and d

imen

sions

on p

ages

6-1

00 t

o 6

-105 i

ncl

ude

rect

angula

r,

squar

e an

d

round

HS

S

curr

entl

y

pro

duce

d

in

Can

ada.

T

he

des

ignat

ions

(e.g

.

HS

S1

27

x7

6x

6.4

Cla

ss C

) u

sed t

hro

ughout

this

Han

dbook s

hould

be

use

d b

y d

esig

ner

s

and d

etai

lers

when

cal

ling u

p H

SS

, as

non-C

anad

ian H

SS

may

dif

fer

in n

ame,

siz

e,

des

ignat

ion, to

lera

nce

s an

d m

ater

ial

gra

de

from

those

pro

duce

d i

n C

anad

a.

Sec

tion p

roper

ties

giv

en i

n t

he

foll

ow

ing t

able

s fo

r sq

uar

e an

d r

ecta

ngula

r se

ctio

ns

are

bas

ed o

n a

n i

nte

rior

corn

er r

adiu

s ta

ken

equal

to t

he

wal

l th

icknes

s, a

nd o

n a

n

exte

rior

corn

er r

adiu

s ta

ken

equal

to t

wic

e th

e w

all

thic

knes

s.

Man

ufa

ctu

re

HS

S p

roduce

d t

o t

he

CS

A G

40.2

0 S

tandar

d m

ay b

e m

anufa

cture

d u

sing e

ither

a

seam

less

or

a w

eldin

g

pro

cess

. S

eam

less

pro

duct

s ar

e pro

duce

d

by

pie

rcin

g

soli

d

mat

eria

l to

fo

rm

a tu

be

or

by

an

ex

trusi

on-t

ype

pro

cess

. W

elded

pro

duct

s ar

e

man

ufa

cture

d fr

om

fl

at-r

oll

ed st

eel

whic

h is

fo

rmed

an

d jo

ined

by

var

ious

wel

din

g

pro

cess

es i

nto

a t

ubula

r sh

ape.

The

tubula

r sh

ape

is t

hen

eit

her

cold

-form

ed o

r hot-

form

ed t

o t

he

final

shap

e an

d,

if c

old

-form

ed,

may

be

subse

quen

tly

str

ess

reli

eved

. C

lass

H s

ecti

ons

are

eith

er h

ot-

form

ed t

o f

inal

shap

e, o

r ar

e co

ld-f

orm

ed t

o f

inal

shap

e an

d

then

str

ess

reli

eved

. C

lass

C s

ecti

ons

are

gen

eral

ly m

ore

rea

dil

y a

vai

lable

than

cla

ss H

sect

ions,

though C

lass

H s

ecti

ons

hav

e gre

ater

res

ista

nce

in d

irec

t co

mpre

ssio

n.

Outs

ide

dim

ensi

ons

for

HS

S a

re c

onst

ant

for

all

size

s in

th

e sa

me

size

ran

ge,

wit

h t

he

insi

de

dim

ensi

ons

chan

gin

g w

ith m

ater

ial

thic

knes

s.

Av

ail

ab

ilit

y

Sin

ce

the

sect

ions

list

ed

in

this

H

andbook

are

those

bes

t su

ited

fo

r st

ruct

ura

l

appli

cati

ons,

des

igner

s m

ay w

ish t

o c

onsu

lt t

he

cata

logues

of

HS

S p

roduce

rs s

upply

ing

HS

S t

o t

hei

r re

gio

n o

f th

e co

untr

y f

or

sect

ions

not

list

ed h

erei

n.

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

6-9

7

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

SP

RO

DU

CE

D T

O A

ST

M A

50

0

Man

ufa

ctu

re

Man

ufa

cture

rs o

f H

oll

ow

Str

uct

ura

l S

ecti

ons

(HS

S)

may

pro

duce

HS

S t

o m

eet

the

requir

emen

ts o

f ei

ther

the

CA

N/C

SA

Sta

ndar

d G

40.2

0/G

40.2

1,

usu

ally

gra

de

350W

, or

AS

TM

S

pec

ific

atio

n

A500

Gra

de

C.

The

avai

labil

ity

of

HS

S

to

eith

er

stan

dar

d

or

spec

ific

atio

n v

arie

s ac

ross

the

dif

fere

nt

regio

ns

of

Can

ada.

Whil

e des

igns

usi

ng C

AN

/CS

A S

tandar

d G

40.2

0/G

40.2

1 G

rade

350W

wil

l gen

eral

ly

resu

lt

in

a li

ghte

r over

all

stee

l st

ruct

ure

th

an

those

usi

ng

AS

TM

A

500

gra

de

C,

CA

N/C

SA

G

40.2

1

350W

m

ay

not

be

avai

lable

in

th

e quan

titi

es

and

tim

e fr

ame

envis

aged

for

a sp

ecif

ic p

roje

ct i

n s

om

e re

gio

ns

of

Can

ada.

HS

S m

anufa

cture

d t

o A

ST

M S

tandar

d A

500 G

rade

C a

re n

ot

equiv

alen

t to

HS

S

mee

ting t

he

requir

emen

ts o

f C

SA

G40.2

1 g

rade

350W

. If

HS

S p

roduce

d t

o A

500 a

re

off

ered

as

a su

bst

itute

, it

would

be

pru

den

t to

ass

ess

the

infl

uen

ce o

f th

e dif

fere

nce

s th

at

aris

e fr

om

a p

oss

ible

dif

fere

nce

in w

all

thic

knes

s an

d m

ater

ial

stre

ngth

s. I

nfo

rmat

ion o

n

des

ign is

sues

re

late

d to

th

is su

bst

ituti

on m

ay be

found on C

ISC

's In

tern

et w

ebsi

te,

www.cisc-icca.ca.

Pro

pert

ies a

nd

Dim

en

sio

ns

The

table

s of

pro

per

ties

and d

imen

sio

ns

on p

ages

6-1

06 t

o 6

-111 h

ave

bee

n p

repar

ed

assu

min

g t

hat

the

thic

knes

s of

the

HS

S p

roduce

d t

o A

ST

M A

500 G

rade

C w

ill

be

at t

he

low

er

end

of

the

wal

l th

icknes

s to

lera

nce

per

mit

ted

by

th

at

spec

ific

atio

n.

Unli

ke

CA

N/C

SA

Sta

ndar

d G

40.2

0/G

40.2

1,

the

AS

TM

A500 s

pec

ific

atio

n h

as n

o t

ole

rance

for

mas

s an

d h

as a

tole

rance

of

± 1

0%

on t

he

wal

l th

icknes

s. T

his

dif

fere

nce

has

bee

n t

he

subje

ct o

f tw

o l

ette

rs f

rom

CIS

C's

Pre

siden

t, M

r. H

. A

. K

rentz

, in

1995 a

nd 1

996.

Thes

e

lett

ers

are

post

ed o

n C

ISC

's w

ebsi

te, www.cisc-icca.ca.

Ther

efore

, th

ese

table

s in

clude

a new

quan

tity

ter

med

the

"Des

ign W

all

Thic

knes

s".

This

D

esig

n W

all

Thic

knes

s is

ta

ken

as

0.9

0 ti

mes

th

e no

min

al w

all

thic

knes

s. T

he

nom

inal

wal

l th

icknes

s is

the

thic

knes

s th

at h

as b

een p

ubli

shed

in p

revio

us

table

s as

the

"wal

l th

icknes

s" a

nd, w

hen

rounded

, fo

rms

the

thir

d t

erm

of

the

HS

S d

esig

nat

ion.

Wit

h t

he

exce

pti

on o

f th

e M

ass

and t

he

Dea

d L

oad

, th

e val

ues

of

Pro

per

ties

and

Dim

ensi

ons

publi

shed

in t

he

foll

ow

ing t

able

s w

ere

com

pute

d b

ased

on t

he

val

ue

of

the

"Des

ign W

all

Thic

knes

s".

Info

rmati

on

on

AS

TM

A500 G

rad

e C

The

foll

ow

ing i

nfo

rmat

ion i

s ta

ken

fro

m A

ST

M A

500 -

03,

Sta

ndar

d S

pec

ific

atio

n

for

Cold

-Form

ed W

elded

and S

eam

less

Car

bon S

teel

Str

uct

ura

l T

ubin

g i

n R

ounds

and

Shap

es.

For

com

ple

te i

nfo

rmat

ion o

n H

SS

pro

duce

d t

o A

ST

M A

500 G

rade

C,

ple

ase

refe

r to

the

actu

al s

pec

ific

atio

n.

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 30: Properties of Sections

6-9

8

Mech

an

ical

Pro

pert

ies o

f A

ST

M A

500 G

rad

e C

Ste

el

*

HS

S S

hap

e

** F

y (

min

) F

u (

min

)

Ro

un

d H

SS

3

17

MP

a

42

7 M

Pa

Sq

ua

re a

nd

Recta

ngu

lar

HS

S

34

5 M

Pa

4

27

MP

a

* C

lause 1

.2 N

ote

1: P

roducts

manufa

ctu

red to this

specific

ation m

ay n

ot be s

uitable

for

those a

pplic

ations

su

ch

as d

yn

am

ica

lly lo

ad

ed

ele

me

nts

in

we

lde

d s

tru

ctu

res, etc

., w

here

lo

w-t

em

pera

ture

notc

h-t

oughness

pro

pert

ies m

ay b

e im

port

ant.

** C

lause 1

5.3

T

he y

ield

str

ength

corr

espondin

g to a

n o

ffset o

f 0.2

% o

f th

e g

age length

or

to a

tota

l exte

nsio

n

under

load o

f 0.5

% o

f th

e g

ag

e le

ng

th s

hall

be

de

term

ine

d.

Ch

em

ica

l C

om

po

sit

ion

of

AS

TM

A500 G

rad

e C

Ste

el

Co

mp

osit

ion

, %

Ele

men

t

Heat A

naly

sis

P

roduct A

naly

sis

Carb

on, m

ax

0.2

30.2

7

Manganese, m

ax

1.3

51.4

0

Phosph

oru

s, m

ax

0.0

35

0.0

45

Sulp

hur,

max

0.0

35

0.0

45

Co

pp

er

(wh

en

sp

ecifie

d)

0.2

00

.18

Man

ufa

ctu

rin

g T

ole

ran

ces o

f A

ST

M A

500 S

teel

Wall

Thic

kness: ±

10%

Mass: n

one r

equired

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

6-9

9

PIP

E

Pro

per

ties

and d

imen

sions

for

pip

e pro

vid

ed i

n t

he

table

on p

age

6-1

12 h

ave

bee

n

soft

-conver

ted t

o m

etri

c fr

om

the

AS

TM

A53 "

Sta

ndar

d S

pec

ific

atio

n f

or

Pip

e, S

teel

,

Bla

ck an

d H

ot-

Dip

ped

, Z

inc-

Coat

ed,

Wel

ded

an

d S

eam

less

". A

lthough not

a norm

al

stru

ctura

l qual

ity

ste

el,

pip

e pro

duce

d i

n a

ccord

ance

wit

h t

he

AS

TM

A53 S

tandar

d i

s

avai

lable

in t

hre

e ty

pes

and t

wo g

rades

, w

ith s

pec

ifie

d m

inim

um

yie

ld s

tren

gth

s of

205 o

r

240

MP

a.

Thes

e ar

e co

nsi

der

ably

lo

wer

th

an

350

MP

a gen

eral

ly

use

d

for

Holl

ow

Str

uct

ura

l S

ecti

ons.

Siz

e an

d w

all

thic

knes

s of

seam

less

and w

elded

mil

l pip

e up t

o 3

23.9

mm

outs

ide

dia

met

er

per

mit

th

read

ing

the

ends

for

join

ing

length

s w

ith

coupli

ngs

or

oth

er

connec

tors

. T

he

wal

l th

icknes

s of

mil

l pip

e has

bee

n e

xpre

ssed

in t

erm

s of

"sta

ndar

d

wal

l" (

ST

D),

"ex

tra

stro

ng

" (X

S),

"double

extr

a st

rong"

(XX

S),

and i

n t

erm

s of

"sch

edule

num

ber

s" (

Sch

). S

TD

is

the

sam

e as

Sch

40 f

or

all

size

s up t

o a

nd i

ncl

udin

g 2

73.1

mm

outs

ide

dia

met

er;

XS

is

the

sam

e as

Sch

80 f

or

all

size

s up t

o a

nd i

ncl

udin

g 2

19.1

mm

outs

ide

dia

met

er;

and X

XS

is

the

nex

t hea

vie

r pip

e to

the

Sch

160 p

ipe

for

all

size

s up t

o

and i

ncl

udin

g 1

68.3

mm

outs

ide

dia

met

er.

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 31: Properties of Sections

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

S

CS

A G

40

.20

Re

cta

ng

ula

r

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Axis

X-X

Axis

Y-Y

To

rsio

na

l

Co

nsta

nt

Sh

ea

r

Co

nsta

nt

I xS

xr x

Zx

I yS

yr y

Zy

JC

rt

mm

x m

m x

mm

mm

kg

/mkN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

mm

2

HS

S 3

56x254

x16†

15.8

8

139

1.3

6

17 7

00

303

1 7

00

131

2 0

90

179

1 4

10

101

1 6

60

368 0

00

9 2

80

x13

12.7

0

113

1.1

1

14 4

00

253

1 4

20

132

1 7

30

150

1 1

80

102

1 3

70

304 0

00

7 7

40

x9.5

9.5

3

86.5

0.8

49

11 0

00

198

1 1

20

134

1 3

40

118

931

104

1 0

60

235 0

00

6 0

50

HS

S 3

05x203

x16†

15.8

8

114

1.1

1

14 5

00

174

1 1

40

110

1 4

30

92.2

907

79.8

1 0

80

200 0

00

7 6

60

x13

12.7

0

93.0

0.9

12

11 8

00

147

964

111

1 1

90

78.2

769

81.2

8

97

167 0

00

6 4

50

x9.5

9.5

3

71.3

0.7

00

9 0

90

116

762

113

926

62.1

611

82.7

7

01

130 0

00

5 0

80

x8.0

7.9

5

60.1

0.5

90

7 6

60

99.4

652

114

787

53.3

525

83.4

5

96

110 0

00

4 3

40

x6.4

6.3

5

48.6

0.4

76

6 1

90

81.5

535

115

640

43.8

431

84.1

4

86

89 7

00

3 5

50

HS

S 2

54x152

x16†

15.8

8

88.3

0.8

66

11 2

00

87.8

691

88.3

8

88

38.9

511

58.8

6

19

91 9

00

6 0

50

x13

12.7

0

72.7

0.7

13

9 2

60

75.2

592

90.1

7

47

33.6

442

60.3

5

22

77 7

00

5 1

60

x9.5

9.5

3

56.1

0.5

51

7 1

50

60.4

475

91.9

5

89

27.2

357

61.7

4

13

61 4

00

4 1

10

x8.0

7.9

5

47.5

0.4

66

6 0

50

52.0

410

92.7

5

03

23.6

309

62.4

3

54

52 5

00

3 5

30

x6.4

6.3

5

38.4

0.3

77

4 9

00

42.9

338

93.6

4

11

19.5

256

63.1

2

90

42 9

00

2 9

00

HS

S 2

03x152

x13

12.7

0

62.6

0.6

14

7 9

70

43.0

423

73.4

5

28

27.3

359

58.6

4

32

56 0

00

3 8

70

x9.5

9.5

3

48.5

0.4

76

6 1

80

34.8

343

75.1

4

20

22.3

292

60.0

3

44

44 4

00

3 1

50

x8.0

7.9

5

41.1

0.4

03

5 2

40

30.2

297

75.9

3

60

19.3

254

60.8

2

95

38 1

00

2 7

30

x6.4

6.3

5

33.4

0.3

27

4 2

50

25.0

246

76.7

2

95

16.1

211

61.5

2

43

31 2

00

2 2

60

x4.8

4.7

8

25.5

0.2

50

3 2

50

19.5

192

77.5

2

28

12.6

165

62.2

1

88

24 1

00

1 7

60

HS

S 2

03x102

x13

12.7

0

52.4

0.5

15

6 6

80

31.3

308

68.4

4

05

10.2

201

39.1

2

46

26 7

00

3 8

70

x9.5

9.5

3

40.9

0.4

01

5 2

10

25.8

254

70.3

3

26

8.5

7

169

40.5

1

99

21 7

00

3 1

50

x8.0

7.9

5

34.8

0.3

41

4 4

30

22.5

221

71.2

2

81

7.5

4

148

41.3

1

72

18 8

00

2 7

30

x6.4

6.3

5

28.3

0.2

78

3 6

10

18.8

185

72.2

2

32

6.3

5

125

42.0

1

43

15 6

00

2 2

60

x4.8

4.7

8

21.7

0.2

13

2 7

60

14.7

145

73.1

1

80

5.0

3

99.0

42.7

1

11

12 1

00

1 7

60

HS

S 1

78x127

x13

12.7

0

52.4

0.5

15

6 6

80

26.4

297

62.9

3

78

15.5

244

48.1

2

98

33 3

00

3 2

30

x9.5

9.5

3

40.9

0.4

01

5 2

10

21.7

244

64.6

3

03

12.8

202

49.6

2

40

26 8

00

2 6

60

x8.0

7.9

5

34.8

0.3

41

4 4

30

19.0

213

65.4

2

61

11.2

177

50.3

2

07

23 0

00

2 3

20

x6.4

6.3

5

28.3

0.2

78

3 6

10

15.8

178

66.2

2

16

9.4

0

148

51.1

1

71

19 0

00

1 9

40

x4.8

4.7

8

21.7

0.2

13

2 7

60

12.4

140

67.1

1

68

7.4

1

117

51.8

1

33

14 7

00

1 5

20

HS

S 1

52x102

x13

12.7

0

42.3

0.4

15

5 3

90

14.7

193

52.2

2

52

7.6

7

151

37.7

1

89

17 5

00

2 5

80

x9.5

9.5

3

33.3

0.3

27

4 2

40

12.4

162

54.0

2

06

6.5

1

128

39.2

1

55

14 4

00

2 1

80

x8.0

7.9

5

28.4

0.2

79

3 6

20

10.9

143

54.8

1

79

5.7

6

113

39.9

1

35

12 5

00

1 9

20

x6.4

6.3

5

23.2

0.2

28

2 9

60

9.1

9

121

55.7

1

48

4.8

8

96.2

40.6

1

12

10 4

00

1 6

10

x4.8

4.7

8

17.9

0.1

75

2 2

80

7.2

8

95.6

56.5

1

16

3.8

9

76.6

41.3

87.8

8 1

50

1 2

70

* D

epth

x W

idth

x T

hic

kness, see p

age 6

-19.

† C

heck a

vaila

bili

ty

Note

: C

rt is the r

atio o

f applie

d s

hear

forc

e to m

axim

um

shear

str

ess for

the s

trong b

endin

g a

xis

.

6-1

00

Are

aD

esig

nation*

Wall

Thic

k-

ness

Mass

Dead

Load

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

S

CS

A G

40

.20

Re

cta

ng

ula

r

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Axis

X-X

Axis

Y-Y

To

rsio

na

l

Co

nsta

nt

Sh

ea

r

Co

nsta

nt

I xS

xr x

Zx

I yS

yr y

Zy

JC

rt

mm

x m

m x

mm

mm

kg

/mkN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

mm

2

H

SS

152x76

x13

12.7

0

37.3

0.3

65

4 7

50

11.5

152

49.3

2

07

3.7

1

97.3

28.0

124

9 9

60

2 5

80

x9.5

9.5

3

29.5

0.2

90

3 7

60

9.8

9

130

51.3

1

71

3.2

4

85.0

29.4

104

8 4

50

2 1

80

x8.0

7.9

5

25.3

0.2

48

3 2

20

8.7

9

115

52.3

1

49

2.9

1

76.3

30.1

91.2

7 4

50

1 9

20

x6.4

6.3

5

20.7

0.2

03

2 6

40

7.4

7

98.0

53.2

1

25

2.5

0

65.5

30.8

76.6

6 2

70

1 6

10

x4.8

4.7

8

16.0

0.1

57

2 0

40

5.9

6

78.2

54.1

98.1

2.0

2

52.9

31.5

60.5

4 9

50

1 2

70

H

SS

127x76

x9.5

9.5

3

25.7

0.2

52

3 2

80

6.1

3

96.5

43.3

1

26

2.7

0

70.8

28.7

87.8

6 5

00

1 6

90

x8.0

7.9

5

22.1

0.2

17

2 8

20

5.4

9

86.5

44.2

1

11

2.4

4

63.9

29.4

77.4

5 7

50

1 5

10

x6.4

6.3

5

18.2

0.1

78

2 3

20

4.7

0

74.1

45.1

93.4

2.1

0

55.2

30.1

65.3

4 8

60

1 2

90

x4.8

4.7

8

14.1

0.1

38

1 7

90

3.7

8

59.6

45.9

73.8

1.7

1

44.8

30.8

51.8

3 8

50

1 0

30

H

SS

102x76

x9.5

9.5

3

21.9

0.2

15

2 7

90

3.4

2

67.4

35.0

87.9

2.1

6

56.6

27.8

71.6

4 6

30

1 2

10

x8.0

7.9

5

18.9

0.1

86

2 4

10

3.1

0

61.1

35.9

77.9

1.9

6

51.5

28.5

63.6

4 1

20

1 1

10

x6.4

6.3

5

15.6

0.1

53

1 9

90

2.6

9

52.9

36.7

66.0

1.7

1

44.8

29.3

54.0

3 5

00

968

x4.8

4.7

8

12.2

0.1

19

1 5

50

2.1

8

43.0

37.5

52.6

1.3

9

36.6

30.0

43.1

2 7

80

789

x3.2

3.1

8

8.3

5

0.0

82

1 0

60

1.5

7

30.8

38.4

37.0

1.0

1

26.4

30.7

30.4

1 9

50

565

H

SS

102x51

x9.5

9.5

3

18.1

0.1

78

2 3

10

2.3

9

47.1

32.2

65.6

0.7

62

30.0

18.2

39.2

2 0

70

1 2

10

x8.0

7.9

5

15.8

0.1

55

2 0

10

2.2

1

43.6

33.2

59.0

0.7

14

28.1

18.9

35.6

1 9

10

1 1

10

x6.4

6.3

5

13.1

0.1

29

1 6

70

1.9

5

38.5

34.2

50.7

0.6

40

25.2

19.6

30.8

1 6

70

968

x4.8

4.7

8

10.3

0.1

01

1 3

10

1.6

1

31.8

35.1

40.8

0.5

37

21.1

20.3

25.0

1 3

60

789

x3.2

3.1

8

7.0

9

0.0

70

903

1.1

7

23.1

36.1

29.0

0.3

97

15.6

21.0

17.9

976

565

H

SS

89x64

x8.0

7.9

5

15.8

0.1

55

2 0

10

1.8

8

42.2

30.6

55.1

1.0

9

34.4

23.3

43.3

2 4

10

908

x6.4

6.3

5

13.1

0.1

29

1 6

70

1.6

5

37.1

31.4

47.2

0.9

68

30.5

24.1

37.3

2 0

80

806

x4.8

4.7

8

10.3

0.1

01

1 3

10

1.3

6

30.6

32.3

38.0

0.8

03

25.3

24.8

30.1

1 6

80

667

x3.2

3.1

8

7.0

9

0.0

70

903

0.9

90

22.3

33.1

27.0

0.5

88

18.5

25.5

21.4

1 1

90

485

H

SS

76x51

x8.0

7.9

5

12.6

0.1

24

1 6

00

1.0

2

26.7

25.2

36.1

0.5

27

20.7

18.1

26.9

1 2

40

706

x6.4

6.3

5

10.6

0.1

04

1 3

50

0.9

19

24.1

26.1

31.5

0.4

79

18.9

18.9

23.6

1 1

00

645

x4.8

4.7

8

8.3

5

0.0

82

1 0

60

0.7

75

20.3

27.0

25.8

0.4

08

16.1

19.6

19.4

903

546

x3.2

3.1

8

5.8

2

0.0

57

741

0.5

75

15.1

27.8

18.6

0.3

06

12.0

20.3

14.0

652

404

H

SS

51x25

x4.8

4.7

8

4.5

4

0.0

45

578

0.1

50

5.8

9

16.1

8.2

1

0.0

47 6

3.7

5

9.0

8

4.9

1

129

303

x3.2

3.1

8

3.2

8

0.0

32

418

0.1

22

4.8

1

17.1

6.3

4

0.0

40 0

3.1

5

9.7

8

3.8

5

104

242

* D

epth

x W

idth

x T

hic

kness, see p

age 6

-19.

Note

: C

rt is the r

atio o

f applie

d s

hear

forc

e to m

axim

um

shear

str

ess for

the s

trong b

endin

g a

xis

.

6-1

01

Dead

Load

Are

aD

esig

nation*

Wall

Thic

k-

ness

Mass

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 32: Properties of Sections

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

S

CS

A G

40

.20

Sq

ua

re

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Tors

ional

Consta

nt

Shear

Consta

nt

JC

rt

mm

x m

m x

mm

mm

kg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

mm

2m

2/m

HS

S 3

05x305

x

16†

15.8

8

139

1.3

6

17 7

00

242

1 5

90

117

1 8

90

392 0

00

7 6

60

1.1

6

x

13

12.7

0

113

1.1

1

14 4

00

202

1 3

30

118

1 5

60

323 0

00

6 4

50

1.1

8

x

9.5

9.5

3

86.5

0.8

49

11 0

00

158

1 0

40

120

1 2

10

250 0

00

5 0

80

1.1

9

x

8.0

7.9

5

72.8

0.7

14

9 2

80

135

886

121

1 0

30

211 0

00

4 3

40

1.1

9

x

6.4

6.3

5

58.7

0.5

76

7 4

80

110

723

121

833

171 0

00

3 5

50

1.2

0

HS

S 2

54x254

x

16†

15.8

8

114

1.1

1

14 5

00

134

1 0

50

96.1

1 2

70

220 0

00

6 0

50

0.9

61

x

13

12.7

0

93.0

0.9

12

11 8

00

113

889

97.6

1 0

60

183 0

00

5 1

60

0.9

72

x

9.5

9.5

3

71.3

0.7

00

9 0

90

89.3

703

99.1

825

142 0

00

4 1

10

0.9

83

x

8.0

7.9

5

60.1

0.5

90

7 6

60

76.5

602

99.9

702

120 0

00

3 5

30

0.9

89

x

6.4

6.3

5

48.6

0.4

76

6 1

90

62.7

494

101

571

97 8

00

2 9

00

0.9

94

HS

S 2

03x203

x

16†

15.8

8

88.3

0.8

66

11 2

00

63.8

628

75.3

774

107 0

00

4 4

40

0.7

58

x

13

12.7

0

72.7

0.7

13

9 2

60

54.7

538

76.9

651

90 2

00

3 8

70

0.7

69

x

9.5

9.5

3

56.1

0.5

51

7 1

50

43.9

432

78.4

513

70 8

00

3 1

50

0.7

80

x

8.0

7.9

5

47.5

0.4

66

6 0

50

37.9

373

79.2

439

60 4

00

2 7

30

0.7

86

x

6.4

6.3

5

38.4

0.3

77

4 9

00

31.3

308

79.9

359

49 3

00

2 2

60

0.7

91

HS

S 1

78x178

x

16†

15.8

8

75.6

0.7

42

9 6

40

40.6

457

64.9

571

69 3

00

3 6

30

0.6

57

x

13

12.7

0

62.6

0.6

14

7 9

70

35.2

396

66.5

484

58 8

00

3 2

30

0.6

68

x

9.5

9.5

3

48.5

0.4

76

6 1

80

28.6

322

68.0

385

46 5

00

2 6

60

0.6

78

x

8.0

7.9

5

41.1

0.4

03

5 2

40

24.8

279

68.8

330

39 8

00

2 3

20

0.6

84

x

6.4

6.3

5

33.4

0.3

27

4 2

50

20.6

231

69.6

271

32 6

00

1 9

40

0.6

89

x

4.8

4.7

8

25.5

0.2

50

3 2

50

16.1

181

70.3

210

25 1

00

1 5

20

0.6

95

HS

S 1

52x152

x

13

12.7

0

52.4

0.5

15

6 6

80

21.0

276

56.1

342

35 6

00

2 5

80

0.5

66

x

9.5

9.5

3

40.9

0.4

01

5 2

10

17.3

227

57.6

275

28 5

00

2 1

80

0.5

77

x

8.0

7.9

5

34.8

0.3

41

4 4

30

15.1

198

58.4

237

24 6

00

1 9

20

0.5

82

x

6.4

6.3

5

28.3

0.2

78

3 6

10

12.6

166

59.2

196

20 2

00

1 6

10

0.5

88

x

4.8

4.7

8

21.7

0.2

13

2 7

60

9.9

3

130

59.9

152

15 6

00

1 2

70

0.5

93

HS

S 1

27x127

x

13

12.7

0

42.3

0.4

15

5 3

90

11.3

177

45.7

225

19 5

00

1 9

40

0.4

64

x

9.5

9.5

3

33.3

0.3

27

4 2

40

9.4

8

149

47.3

183

15 9

00

1 6

90

0.4

75

x

8.0

7.9

5

28.4

0.2

79

3 6

20

8.3

6

132

48.0

159

13 8

00

1 5

10

0.4

81

x

6.4

6.3

5

23.2

0.2

28

2 9

60

7.0

5

111

48.8

132

11 4

00

1 2

90

0.4

86

x

4.8

4.7

8

17.9

0.1

75

2 2

80

5.6

0

88.1

49.6

103

8 9

00

1 0

30

0.4

92

* D

epth

x W

idth

x T

hic

kness, see p

age 6

-19.

† C

heck a

vaila

bili

ty

Note

: C

rt is the r

atio o

f applie

d s

hear

forc

e to m

axim

um

shear

str

ess.

6-1

02

Dead

Load

Are

aS

urf

ace

Are

aI

Sr

ZD

esig

nation*

Wall

Thic

k-

ness

Mass

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

S

CS

A G

40

.20

Sq

ua

re

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Tors

ional

Consta

nt

Shear

Consta

nt

JC

rt

mm

x m

m x

mm

mm

kg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

mm

2m

2/m

HS

S 1

14x114

x

13

12.7

0

37.3

0.3

65

4 7

50

7.7

8136

40.5

175

13 6

00

1 6

10

0.4

14

x

9.5

9.5

3

29.5

0.2

90

3 7

60

6.6

5116

42.1

144

11 3

00

1 4

50

0.4

24

x

8.0

7.9

5

25.3

0.2

48

3 2

20

5.9

1103

42.8

126

9 8

30

1 3

10

0.4

30

x

6.4

6.3

5

20.7

0.2

03

2 6

40

5.0

287.8

43.6

105

8 1

90

1 1

30

0.4

35

x

4.8

4.7

8

16.0

0.1

57

2 0

40

4.0

170.1

44.4

82.7

6 4

10

910

0.4

41

x

3.2

3.1

8

10.9

0.1

07

1 3

90

2.8

349.5

45.1

57.4

4 4

30

646

0.4

46

HS

S 1

02x102

x

13

12.7

0

32.2

0.3

16

4 1

00

5.1

0100

35.3

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* D

epth

x W

idth

x T

hic

kness, see p

age 6

-19.

Note

: C

rt is the r

atio o

f applie

d s

hear

forc

e to m

axim

um

shear

str

ess.

6-1

03

Surf

ace

Are

aI

Sr

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Wall

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ness

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Are

aD

esig

nation*

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 33: Properties of Sections

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

S

G4

0.2

0 -

Ro

un

d

PR

OP

ER

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S A

ND

DIM

EN

SIO

NS

Tors

ional

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nt

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nt

JC

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mm

x m

mm

mkg/m

kN

/mm

m2

10

6 m

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10

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mm

10

3 m

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mm

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iam

ete

r x T

hic

kness, see p

age 6

-19.

† C

heck a

vaila

bili

ty

Note

: C

rt is the r

atio o

f applie

d s

hear

forc

e to m

axim

um

shear

str

ess.

6-1

04

Desig

nation*

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Are

aI

Sr

ZS

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ace

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a

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C H

an

db

oo

k o

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l C

on

str

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n

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ST

RU

CT

UR

AL

SE

CT

ION

S

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un

d

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ER

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S A

ND

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EN

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nt

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nt

JC

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mm

x m

mm

mkg/m

kN

/mm

m2

10

6 m

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10

3 m

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mm

10

3 m

m3

10

3 m

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* D

iam

ete

r x T

hic

kness, see p

age 6

-19.

Note

: C

rt is the r

atio o

f applie

d s

hear

forc

e to m

axim

um

shear

str

ess.

6-1

05

Wall

Thic

k-

ness

Desig

nation*

Mass

Dead

Load

Are

aI

Sr

ZS

urf

ace

Are

a

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 34: Properties of Sections

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

S

AS

TM

A5

00

Re

cta

ng

ula

r

PR

OP

ER

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S A

ND

DIM

EN

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NS

Axis

X-X

Axis

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To

rsio

na

l

Co

nsta

nt

I xS

xr x

Zx

I yS

yr y

Zy

J

mm

x m

m x

mm

mm

mm

kg

/mkN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

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56x254

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10

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epth

x W

idth

x T

hic

kness, see p

age 6

-19.

6-1

06

Are

aD

esig

nation*

Nom

inal

Wall

Thic

k-

ness

Mass

Dead

Load

Desig

n

Wall

Thic

k-

ness

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

S

AS

TM

A5

00

Re

cta

ng

ula

r

Axis

X-X

Axis

Y-Y

To

rsio

na

l

Co

nsta

nt

I xS

xr x

Zx

I yS

yr y

Zy

J

mm

x m

m x

mm

mm

mm

kg

/mkN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

H

SS

152x76

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0

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3

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70

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20

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SS

127x76

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20

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78

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H

SS

102x76

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8.5

8

21.9

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70

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63.8

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30

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6

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10

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30

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50

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70

H

SS

102x51

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SS

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30

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SS

76x51

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5

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6

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24

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80

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2

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2

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82

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12.8

596

H

SS

51x25

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4.7

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0

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2

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97.1

* D

epth

x W

idth

x T

hic

kness, see p

age 6

-19.

6-1

07

Dead

Load

Are

aD

esig

nation*

Nom

inal

Wall

Thic

k-

ness

Mass

Desig

n

Wall

Thic

k-

ness

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 35: Properties of Sections

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

S

AS

TM

A5

00

Sq

ua

re

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Tors

ional

Consta

nt

J

mm

x m

m x

mm

mm

mm

kg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

m2/m

HS

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05x305

x

16

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HS

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78x178

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16

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20

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03

4 7

50

22.7

256

69.2

301

36 3

00

0.6

87

x

6.4

6.3

5

5.7

2

33.4

0.3

27

3 8

50

18.8

211

69.9

247

29 6

00

0.6

92

x

4.8

4.7

8

4.3

0

25.5

0.2

50

2 9

40

14.6

164

70.5

190

22 8

00

0.6

96

HS

S 1

52x152

x

13

12.7

0

11.4

3

52.4

0.5

15

6 1

10

19.6

258

56.7

317

32 9

00

0.5

70

x

9.5

9.5

3

8.5

8

40.9

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01

4 7

40

16.0

210

58.1

252

26 2

00

0.5

80

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8.0

7.9

5

7.1

6

34.8

0.3

41

4 0

30

13.9

183

58.8

217

22 4

00

0.5

85

x

6.4

6.3

5

5.7

2

28.3

0.2

78

3 2

70

11.6

152

59.5

178

18 4

00

0.5

90

x

4.8

4.7

8

4.3

0

21.7

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13

2 5

00

9.0

5

119

60.2

138

14 2

00

0.5

95

HS

S 1

27x127

x

13

12.7

0

11.4

3

42.3

0.4

15

4 9

50

10.6

167

46.3

209

18 1

00

0.4

69

x

9.5

9.5

3

8.5

8

33.3

0.3

27

3 8

70

8.8

2

139

47.7

169

14 6

00

0.4

79

x

8.0

7.9

5

7.1

6

28.4

0.2

79

3 3

00

7.7

3

122

48.4

146

12 6

00

0.4

83

x

6.4

6.3

5

5.7

2

23.2

0.2

28

2 6

90

6.4

9

102

49.1

121

10 4

00

0.4

88

x

4.8

4.7

8

4.3

0

17.9

0.1

75

2 0

60

5.1

2

80.6

49.8

94.2

8 0

90

0.4

93

* D

epth

x W

idth

x T

hic

kness, see p

age 6

-19.

6-1

08

Dead

Load

Are

aS

urf

ace

Are

aI

Sr

ZD

esig

nation*

Nom

inal

Wall

Thic

k-

ness

Mass

Desig

n

Wall

Thic

k-

ness

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

S

AS

TM

A5

00

Sq

ua

re

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Tors

ional

Consta

nt

J

mm

x m

m x

mm

mm

mm

kg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

m2/m

HS

S 1

14x114

x

13

12.7

0

11.4

3

37.3

0.3

65

4 3

70

7.3

8129

41.1

164

12 8

00

0.4

18

x

9.5

9.5

3

8.5

8

29.5

0.2

90

3 4

40

6.2

2109

42.5

134

10 4

00

0.4

28

x

8.0

7.9

5

7.1

6

25.3

0.2

48

2 9

30

5.4

895.9

43.2

116

9 0

40

0.4

33

x

6.4

6.3

5

5.7

2

20.7

0.2

03

2 4

00

4.6

381.0

43.9

96.5

7 4

90

0.4

38

x

4.8

4.7

8

4.3

0

16.0

0.1

57

1 8

50

3.6

764.2

44.6

75.4

5 8

40

0.4

42

x

3.2

3.1

8

2.8

6

10.9

0.1

07

1 2

50

2.5

745.0

45.3

52.1

4 0

20

0.4

47

HS

S 1

02x102

x

13

12.7

0

11.4

3

32.2

0.3

16

3 7

90

4.8

896.1

35.9

124

8 5

70

0.3

67

x

9.5

9.5

3

8.5

8

25.7

0.2

52

3 0

00

4.1

882.4

37.3

102

7 1

00

0.3

77

x

8.0

7.9

5

7.1

6

22.1

0.2

17

2 5

70

3.7

273.2

38.0

89.4

6 2

00

0.3

82

x

6.4

6.3

5

5.7

2

18.2

0.1

78

2 1

10

3.1

662.3

38.7

74.7

5 1

70

0.3

87

x

4.8

4.7

8

4.3

0

14.1

0.1

38

1 6

30

2.5

349.8

39.4

58.7

4 0

50

0.3

92

x

3.2

3.1

8

2.8

6

9.6

2

0.0

94

1 1

10

1.7

835.1

40.1

40.8

2 8

00

0.3

97

HS

S 8

9x89

x

9.5

9.5

3

8.5

8

21.9

0.2

15

2 5

70

2.6

559.6

32.1

75.2

4 5

70

0.3

26

x

8.0

7.9

5

7.1

6

18.9

0.1

86

2 2

10

2.3

853.6

32.8

66.2

4 0

20

0.3

31

x

6.4

6.3

5

5.7

2

15.6

0.1

53

1 8

20

2.0

546.0

33.5

55.8

3 3

80

0.3

36

x

4.8

4.7

8

4.3

0

12.2

0.1

19

1 4

10

1.6

537.1

34.2

44.1

2 6

70

0.3

41

x

3.2

3.1

8

2.8

6

8.3

5

0.0

82

964

1.1

826.5

34.9

30.9

1 8

50

0.3

46

HS

S 7

6x76

x

9.5

9.5

3

8.5

8

18.1

0.1

78

2 1

30

1.5

540.6

26.9

52.2

2 7

10

0.2

75

x

8.0

7.9

5

7.1

6

15.8

0.1

55

1 8

40

1.4

137.0

27.6

46.5

2 4

20

0.2

80

x

6.4

6.3

5

5.7

2

13.1

0.1

29

1 5

30

1.2

332.2

28.4

39.6

2 0

60

0.2

85

x

4.8

4.7

8

4.3

0

10.3

0.1

01

1 1

90

1.0

026.3

29.0

31.6

1 6

40

0.2

90

x

3.2

3.1

8

2.8

6

7.0

9

0.0

70

818

0.7

24

19.0

29.7

22.3

1 1

50

0.2

95

HS

S 6

4x64

x

8.0

7.9

5

7.1

6

12.6

0.1

24

1 4

80

0.7

46

23.5

22.4

30.2

1 3

10

0.2

29

x

6.4

6.3

5

5.7

2

10.6

0.1

04

1 2

40

0.6

63

20.9

23.2

26.1

1 1

30

0.2

34

x

4.8

4.7

8

4.3

0

8.3

5

0.0

82

971

0.5

53

17.4

23.9

21.2

917

0.2

39

x

3.2

3.1

8

2.8

6

5.8

2

0.0

57

673

0.4

06

12.8

24.6

15.1

652

0.2

44

HS

S 5

1x51

x

6.4

6.3

5

5.7

2

8.0

5

0.0

79

947

0.3

05

12.0

18.0

15.5

535

0.1

84

x

4.8

4.7

8

4.3

0

6.4

5

0.0

63

752

0.2

62

10.3

18.7

12.8

445

0.1

88

x

3.2

3.1

8

2.8

6

4.5

5

0.0

45

528

0.1

98

7.7

9

19.4

9.3

5

323

0.1

93

HS

S 3

8x38

x

4.8

4.7

8

4.3

0

4.5

4

0.0

45

534

0.0

96 7

5.0

8

13.5

6.5

4

170

0.1

38

x

3.2

3.1

8

2.8

6

3.2

8

0.0

32

382

0.0

76 8

4.0

3

14.2

4.9

5

129

0.1

43

* D

epth

x W

idth

x T

hic

kness, see p

age 6

-19.

6-1

09

Surf

ace

Are

aI

Sr

Z

Nom

inal

Wall

Thic

k-

ness

Mass

Dead

Load

Are

a

Desig

n

Wall

Thic

k-

ness

Desig

nation*

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 36: Properties of Sections

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

S

AS

TM

A5

00

- R

ou

nd

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Tors

ional

Consta

nt

J

mm

x m

mm

mm

mkg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

m2/m

H

SS

406

x13

12.7

0

11.4

3

123

1.2

1

14 2

00

277

1 3

60

140

1 7

80

554 0

00

1.2

8

x9.5

9.5

3

8.5

8

93.3

0.9

15

10 7

00

212

1 0

40

141

1 3

60

424 0

00

1.2

8

x6.4

6.3

5

5.7

2

62.6

0.6

15

7 1

90

144

711

142

918

289 0

00

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H

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9

133

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1

15 3

00

224

1 2

60

121

1 6

70

447 0

00

1.1

2

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0

11.4

3

107

1.0

5

12 4

00

183

1 0

30

122

1 3

50

366 0

00

1.1

2

x9.5

9.5

3

8.5

8

81.3

0.7

98

9 3

50

141

792

123

1 0

30

282 0

00

1.1

2

x6.4

6.3

5

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2

54.7

0.5

37

6 2

80

96.2

541

124

700

192 0

00

1.1

2

H

SS

324

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12.7

0

11.4

3

97.5

0.9

56

11 2

00

137

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111

1 1

20

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00

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2

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3

8.5

8

73.9

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00

106

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853

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00

1.0

2

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5

5.7

2

49.7

0.4

88

5 7

10

72.3

447

113

579

145 0

00

1.0

2

H

SS

273

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12.7

0

11.4

3

81.6

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00

9 4

00

80.6

590

92.6

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00

0.8

58

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5

5.7

2

41.8

0.4

10

4 8

00

42.9

314

94.6

409

85 8

00

0.8

58

x4.8

4.7

8

4.3

0

31.6

0.3

10

3 6

30

32.8

240

95.0

311

65 6

00

0.8

58

H

SS

219

x16

15.8

8

14.2

9

79.6

0.7

81

9 2

00

48.5

442

72.6

600

96 9

00

0.6

88

x13

12.7

0

11.4

3

64.6

0.6

34

7 4

60

40.3

368

73.5

493

80 6

00

0.6

88

x9.5

9.5

3

8.5

8

49.3

0.4

83

5 6

70

31.5

287

74.5

380

63 0

00

0.6

88

x6.4

6.3

5

5.7

2

33.3

0.3

27

3 8

30

21.8

199

75.5

260

43 6

00

0.6

88

x4.8

4.7

8

4.3

0

25.3

0.2

48

2 9

00

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153

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00

0.6

88

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0

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70

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234

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00

0.5

59

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3

8.5

8

39.5

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88

4 5

60

16.4

184

59.9

246

32 7

00

0.5

59

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5

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6

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0.3

27

3 8

40

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208

28 0

00

0.5

59

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5

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2

26.8

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63

3 0

90

11.4

129

60.9

169

22 9

00

0.5

59

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8

4.3

0

20.4

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00

2 3

40

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3

99.3

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17 7

00

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59

H

SS

168

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0

11.4

3

48.7

0.4

78

5 6

30

17.4

207

55.6

282

34 8

00

0.5

29

x9.5

9.5

3

8.5

8

37.3

0.3

66

4 3

00

13.8

164

56.6

219

27 5

00

0.5

29

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5

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6

31.4

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20

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140

57.0

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23 6

00

0.5

29

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5

5.7

2

25.4

0.2

49

2 9

20

9.6

6

115

57.5

151

19 3

00

0.5

29

x4.8

4.7

8

4.3

0

19.3

0.1

89

2 2

20

7.4

6

88.6

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116

14 9

00

0.5

29

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8

2.8

6

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27

1 4

90

5.0

9

60.5

58.5

78.3

1

0 2

00

0.5

29

H

SS

152

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9.5

3

8.5

8

33.6

0.3

29

3 8

80

10.1

132

50.9

178

20 1

00

0.4

79

x8.0

7.9

5

7.1

6

28.3

0.2

78

3 2

60

8.6

3

113

51.4

151

17 3

00

0.4

79

x6.4

6.3

5

5.7

2

22.9

0.2

24

2 6

30

7.0

9

93.1

51.9

123

14 2

00

0.4

79

x4.8

4.7

8

4.3

0

17.4

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71

2 0

00

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72.1

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94.4

1

1 0

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79

x3.2

3.1

8

2.8

6

11.7

0.1

15

1 3

40

3.7

6

49.3

52.9

64.0

7

520

0.4

79

* D

iam

ete

r x T

hic

kness, see p

age 6

-19.

6-1

10

Are

aI

Sr

ZS

urf

ace

Are

aD

esig

nation*

Nom

inal

Wall

Thic

k-

ness

Mass

Dead

Load

Desig

n

Wall

Thic

k-

ness

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

HO

LL

OW

ST

RU

CT

UR

AL

SE

CT

ION

S

AS

TM

A5

00

- R

ou

nd

PR

OP

ER

TIE

S A

ND

DIM

EN

SIO

NS

Tors

ional

Consta

nt

J

mm

x m

mm

mm

mkg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

3 m

m3

10

3 m

m4

m2/m

H

SS

141

x9.5

9.5

3

8.5

8

31.0

0.3

04

3 5

80

7.9

1

112

47.0

151

15 8

00

0.4

44

x6.4

6.3

5

5.7

2

21.1

0.2

07

2 4

30

5.6

0

79.3

48.0

105

11 2

00

0.4

44

x4.8

4.7

8

4.3

0

16.1

0.1

58

1 8

50

4.3

5

61.5

48.5

80.8

8 7

00

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44

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SS

127

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0

11.4

3

35.8

0.3

51

4 1

50

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110

41.1

153

14 0

00

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99

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9.5

3

8.5

8

27.6

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71

3 1

90

5.6

2

88.6

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120

11 2

00

0.3

99

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5

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6

23.3

0.2

29

2 6

90

4.8

5

76.4

42.4

103

9 7

10

0.3

99

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5

5.7

2

18.9

0.1

85

2 1

80

4.0

1

63.2

42.9

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8 0

30

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99

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4.7

8

4.3

0

14.4

0.1

41

1 6

60

3.1

2

49.2

43.4

64.8

6 2

50

0.3

99

x3.2

3.1

8

2.8

6

9.7

1

0.0

95

1 1

20

2.1

5

33.9

43.9

44.1

4 3

00

0.3

99

H

SS

114

x9.5

9.5

3

8.5

8

24.6

0.2

42

2 8

50

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1

70.1

37.5

96.1

8 0

10

0.3

59

x4.8

4.7

8

4.3

0

12.9

0.1

27

1 4

90

2.2

5

39.4

38.9

52.1

4 5

00

0.3

59

x3.2

3.1

8

2.8

6

8.7

1

0.0

86

1 0

00

1.5

6

27.2

39.4

35.5

3 1

10

0.3

59

H

SS

102

x8.0

7.9

5

7.1

6

18.4

0.1

80

2 1

20

2.3

8

46.9

33.5

63.9

4 7

60

0.3

19

x6.4

6.3

5

5.7

2

14.9

0.1

46

1 7

20

1.9

9

39.1

34.0

52.6

3 9

70

0.3

19

x4.8

4.7

8

4.3

0

11.4

0.1

12

1 3

10

1.5

6

30.7

34.4

40.8

3 1

20

0.3

19

x3.2

3.1

8

2.8

6

7.7

2

0.0

76

888

1.0

8

21.3

34.9

27.9

2 1

70

0.3

19

H

SS

89

x8.0

7.9

5

7.1

6

15.9

0.1

56

1 8

40

1.5

5

34.8

29.0

47.9

3 0

90

0.2

79

x6.4

6.3

5

5.7

2

12.9

0.1

27

1 4

90

1.3

0

29.2

29.5

39.6

2 6

00

0.2

79

x4.8

4.7

8

4.3

0

9.9

2

0.0

97

1 1

40

1.0

3

23.1

29.9

30.8

2 0

50

0.2

79

x3.2

3.1

8

2.8

6

6.7

2

0.0

66

774

0.7

17

16.1

30.4

21.2

1 4

30

0.2

79

H

SS

76

x6.4

6.3

5

5.7

2

10.9

0.1

07

1 2

70

0.7

91

20.8

25.0

28.5

1 5

80

0.2

39

x4.8

4.7

8

4.3

0

8.4

2

0.0

83

972

0.6

30

16.5

25.5

22.3

1 2

60

0.2

39

H

SS

73

x6.4

6.3

5

5.7

2

10.4

0.1

02

1 2

10

0.6

89

18.9

23.9

25.9

1 3

80

0.2

29

x4.8

4.7

8

4.3

0

8.0

4

0.0

79

928

0.5

50

15.1

24.3

20.3

1 1

00

0.2

29

x3.2

3.1

8

2.8

6

5.4

8

0.0

54

631

0.3

88

10.6

24.8

14.1

777

0.2

29

H

SS

64

x6.4

6.3

5

5.7

2

8.9

5

0.0

88

1 0

40

0.4

37

13.8

20.5

19.1

875

0.1

99

x4.8

4.7

8

4.3

0

6.9

2

0.0

68

800

0.3

52

11.1

21.0

15.1

705

0.1

99

x3.2

3.1

8

2.8

6

4.7

3

0.0

46

545

0.2

51

7.9

1

21.5

10.5

502

0.1

99

H

SS

60

x6.4

6.3

5

5.7

2

8.4

5

0.0

83

980

0.3

69

12.2

19.4

17.1

738

0.1

89

x4.8

4.7

8

4.3

0

6.5

4

0.0

64

757

0.2

98

9.9

0

19.9

13.5

597

0.1

89

x3.2

3.1

8

2.8

6

4.4

8

0.0

44

516

0.2

14

7.0

8

20.3

9.4

5

427

0.1

89

H

SS

48

x4.8

4.7

8

4.3

0

5.1

3

0.0

50

595

0.1

45

6.0

2

15.6

8.3

5

291

0.1

52

x3.2

3.1

8

2.8

6

3.5

4

0.0

35

409

0.1

06

4.3

8

16.1

5.9

2

212

0.1

52

* D

iam

ete

r x T

hic

kness, see p

age 6

-19.

6-1

11

Desig

n

Wall

Thic

k-

ness

Sr

ZS

urf

ace

Are

aM

ass

Dead

Load

Are

aI

Nom

inal

Wall

Thic

k-

ness

Desig

nation*

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 37: Properties of Sections

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

6-1

13

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 38: Properties of Sections

6-1

14

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

6-1

15

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 39: Properties of Sections

6-1

16

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

6-1

17

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 40: Properties of Sections

6-1

18

NO

TE

S

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

6-1

19

BU

ILT

-UP

SE

CT

ION

S

Bu

ilt-

up

sec

tio

ns

may

be

fab

rica

ted

fro

m p

late

an

d s

hap

es i

n v

ario

us

con

fig

ura

tio

ns

to

pro

du

ce e

ffic

ien

t an

d e

cono

mic

al s

tru

ctu

ral

sect

ion

s. G

ener

ally

th

e co

mp

on

ents

are

jo

ined

by

wel

din

g,

tho

ug

h b

olt

ing

may

als

o b

e u

sed

fo

r so

me

com

bin

atio

ns.

Fre

qu

entl

y u

sed

bu

ilt-

up

sect

ion

s in

clu

de

do

ub

le a

ng

les

bac

k-t

o-b

ack

, tw

o c

han

nel

s b

ack

-to

-bac

k o

r to

e-to

-to

e, a

nd

a

chan

nel

or

C s

hap

e in

co

mb

inat

ion

wit

h a

W s

hap

e.

Pro

per

ties

an

d d

imen

sio

ns

of

do

ub

le a

ng

les

are

pro

vid

ed f

or

imp

eria

l se

ries

an

gle

s o

n

pag

es 6

-12

0 t

o 6

-127

. In

clu

ded

are

eq

ual

-leg

an

gle

s an

d u

neq

ual

-leg

an

gle

s w

ith

lo

ng

leg

s

bac

k-t

o-b

ack

an

d w

ith

sh

ort

leg

s b

ack

-to

-bac

k.

Pro

per

ties

an

d d

imen

sio

ns

of

do

ub

le c

han

nel

s

are

pro

vid

ed in

ta

ble

s o

n p

ages

6

-12

8 an

d 6

-12

9.

Sec

tio

n p

rop

erti

es o

f b

uil

t-u

p sh

apes

con

sist

ing

of

W s

hap

es a

nd

ch

ann

els

(C s

hap

es)

are

giv

en o

n p

ages

6-1

30

an

d 6

-13

1.

For

mo

re

info

rmat

ion

, th

e fo

llo

win

g

refe

ren

ce

may

be

con

sult

ed:

“Bu

ckli

ng

p

rop

erti

es

of

mo

no

sym

met

ric

I-b

eam

s”,

Kit

ipo

rnch

ai,

S.

and

T

rah

air,

N

.S.,

Jo

urn

al

of

the

Str

uct

ura

l

Div

isio

n,

AS

CE

, V

ol.

10

6, N

o.

ST

5,

May

198

0.

Man

y o

ther

co

mb

inat

ion

s o

f b

uil

t-u

p m

emb

ers

are

po

ssib

le.

Dia

gra

ms

wit

h e

xp

ress

ion

s

and

fo

rmu

lae

for

com

pu

tin

g p

rop

erti

es o

f so

me

po

ssib

le c

om

bin

atio

ns

are

pro

vid

ed o

n p

ages

6-1

33

to

6-1

36

.

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 41: Properties of Sections

TW

O A

NG

LE

S E

QU

AL

LE

GS

- I

mp

eri

al

Se

rie

s

Ba

ck

-to

-Ba

ck

PR

OP

ER

TIE

S O

F S

EC

TIO

NS

Axis

X-X

Radii

of G

yra

tion a

bout A

xis

Y-Y

IS

ry

Back-t

o-b

ack s

pacin

g, s, m

illim

etr

es

kg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

mm

08

10

12

16

20

L

203x203

x

29

169

1.6

6

21 6

00

81.4

574

61.4

61.2

86.7

89.6

90.3

91.0

92.5

94.0

x

25

152

1.4

9

19 3

00

73.8

517

61.8

60.1

86.2

89.0

89.7

90.5

91.9

93.4

x

22

134

1.3

1

17 0

00

66.0

458

62.2

58.9

85.7

88.5

89.2

89.9

91.4

92.8

x

19

116

1.1

4

14 8

00

58.0

399

62.6

57.8

85.2

88.0

88.7

89.4

90.9

92.3

x

16

97.4

0.9

55

12 4

00

49.4

337

63.1

56.6

84.8

87.5

88.2

88.9

90.3

91.8

x

14

87.9

0.8

63

11 2

00

44.9

306

63.3

56.0

84.6

87.3

88.0

88.7

90.1

91.5

x

13

78.4

0.7

69

9 9

90

40.4

274

63.6

55.5

84.4

87.0

87.7

88.4

89.8

91.2

L

152x152

x

25

111

1.0

9

14 2

00

29.3

279

45.5

47.2

65.6

68.5

69.3

70.0

71.5

73.1

x

22

98.2

0.9

64

12 5

00

26.3

249

45.9

46.1

65.0

67.9

68.7

69.4

70.9

72.5

x

19

85.4

0.8

38

10 9

00

23.3

218

46.3

45.0

64.5

67.4

68.1

68.9

70.4

71.9

x

16

71.9

0.7

06

9 1

60

20.0

185

46.7

43.9

64.1

66.9

67.6

68.3

69.8

71.3

x

14

65.0

0.6

38

8 2

90

18.2

168

46.9

43.3

63.8

66.6

67.3

68.0

69.5

71.0

x

13

58.1

0.5

70

7 4

00

16.4

150

47.1

42.7

63.6

66.3

67.1

67.8

69.2

70.7

x

11

51.0

0.5

01

6 5

00

14.6

133

47.4

42.1

63.4

66.1

66.8

67.5

69.0

70.4

x

9.5

44.1

0.4

32

5 6

10

12.7

115

47.6

41.5

63.2

65.9

66.6

67.3

68.7

70.1

x

7.9

36.9

0.3

62

4 7

00

10.8

96.8

47.8

41.0

63.0

65.6

66.3

67.0

68.4

69.9

x

6.4

29.7

0.2

91

3 7

80

8.7

3

78.2

48.1

40.4

62.8

65.4

66.1

66.8

68.2

69.6

L

127x127

x

22

80.8

0.7

93

10 3

00

14.8

169

37.9

39.8

55.0

57.9

58.7

59.4

61.0

62.6

x

19

70.4

0.6

91

8 9

70

13.1

149

38.3

38.7

54.4

57.3

58.1

58.8

60.4

61.9

x

16

59.4

0.5

83

7 5

70

11.3

127

38.7

37.6

53.9

56.8

57.5

58.3

59.8

61.3

x

13

48.1

0.4

72

6 1

30

9.3

7

103

39.1

36.4

53.4

56.2

57.0

57.7

59.2

60.7

x

11

42.3

0.4

15

5 3

90

8.3

3

91.4

39.3

35.8

53.2

56.0

56.7

57.4

58.9

60.4

x

9.5

36.6

0.3

59

4 6

60

7.2

8

79.4

39.5

35.3

53.0

55.7

56.4

57.2

58.6

60.1

x

7.9

30.7

0.3

01

3 9

10

6.1

8

66.9

39.8

34.7

52.8

55.5

56.2

56.9

58.3

59.8

x

6.4

24.7

0.2

42

3 1

50

5.0

3

54.2

40.0

34.1

52.6

55.2

55.9

56.6

58.1

59.5

L

102x102

x

19

55.4

0.5

44

7 0

60

6.4

8

93.1

30.3

32.4

44.4

47.4

48.1

48.9

50.5

52.1

x

16

47.0

0.4

61

5 9

80

5.6

2

79.5

30.7

31.3

43.8

46.7

47.5

48.3

49.8

51.4

x

13

38.1

0.3

74

4 8

60

4.6

9

65.3

31.1

30.2

43.3

46.2

46.9

47.7

49.2

50.8

x

11

33.6

0.3

30

4 2

80

4.1

9

57.8

31.3

29.6

43.0

45.9

46.6

47.4

48.9

50.4

x

9.5

29.1

0.2

85

3 7

10

3.6

8

50.4

31.5

29.0

42.8

45.6

46.4

47.1

48.6

50.1

x

7.9

24.4

0.2

40

3 1

10

3.1

3

42.6

31.7

28.4

42.6

45.4

46.1

46.8

48.3

49.8

x

6.4

19.7

0.1

93

2 5

10

2.5

6

34.5

31.9

27.9

42.4

45.1

45.8

46.5

48.0

49.5

L

89x89

x

13

32.9

0.3

23

4 1

90

3.0

3

48.8

26.9

26.9

38.0

40.9

41.7

42.4

44.0

45.6

x

11

29.1

0.2

85

3 7

00

2.7

1

43.3

27.1

26.3

37.7

40.6

41.4

42.1

43.7

45.3

x

9.5

25.2

0.2

47

3 2

10

2.3

9

37.8

27.3

25.7

37.5

40.3

41.1

41.8

43.4

45.0

x

7.9

21.2

0.2

08

2 7

00

2.0

4

32.0

27.5

25.2

37.3

40.1

40.8

41.6

43.1

44.6

x

6.4

17.1

0.1

68

2 1

80

1.6

7

26.0

27.7

24.6

37.0

39.8

40.5

41.3

42.8

44.3

* D

esig

nation c

onsis

ts o

f nom

inal le

g s

izes a

nd thic

kness. F

or

angle

siz

e, see A

ngle

s -

Im

perial S

eries.

Note

: T

he p

ropert

ies o

f angle

s c

urr

ently p

roduced b

y c

old

form

ing a

re u

p to 7

perc

ent le

ss than the p

ropert

ies s

how

n

in

the a

bove table

s. C

heck m

anufa

ctu

rer's c

ata

log for

the e

xact pro

pert

ies a

nd d

imensio

ns. S

ee a

lso p

age 6

-39.

6-1

20

Desig

nation*

Mass

of 2

angle

s

Are

a

of 2

angle

s

Dead

Load

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

TW

O A

NG

LE

S E

QU

AL

LE

GS

- I

mp

eri

al

Se

rie

s

Ba

ck

-to

-Ba

ck

PR

OP

ER

TIE

S O

F S

EC

TIO

NS

Axis

X-X

Radii

of G

yra

tion a

bout A

xis

Y-Y

IS

ry

Back-t

o-b

ack s

pacin

g, s, m

illim

etr

es

kg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

mm

08

10

12

16

20

L

76x76

x

13

27.9

0.2

73

3 5

50

1.8

5

35.1

22.8

23.7

32.9

35.9

36.6

37.4

39.0

40.7

x

11

24.6

0.2

42

3 1

40

1.6

6

31.2

23.0

23.1

32.6

35.5

36.3

37.1

38.7

40.3

x

9.5

21.4

0.2

10

2 7

20

1.4

7

27.3

23.2

22.5

32.3

35.3

36.0

36.8

38.4

40.0

x

7.9

18.0

0.1

77

2 2

90

1.2

6

23.2

23.4

22.0

32.1

35.0

35.7

36.5

38.0

39.6

x

6.4

14.6

0.1

43

1 8

50

1.0

4

18.9

23.6

21.4

31.9

34.7

35.4

36.2

37.7

39.3

x

4.8

11.0

0.1

08

1 4

10

0.8

00

14.4

23.9

20.8

31.7

34.4

35.2

35.9

37.4

39.0

L

64x64

x

13

22.8

0.2

24

2 9

00

1.0

2

23.7

18.8

20.5

27.8

30.8

31.6

32.4

34.1

35.8

x

9.5

17.6

0.1

72

2 2

40

0.8

19

18.6

19.1

19.4

27.2

30.2

31.0

31.8

33.4

35.0

x

7.9

14.8

0.1

46

1 8

90

0.7

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15.8

19.3

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30.7

31.4

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2

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51x51

x

9.5

13.8

0.1

35

1 7

50

0.3

99

11.5

15.1

16.2

22.1

25.2

26.0

26.8

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11.7

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9.8

4

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9.5

0

0.0

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10

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8.0

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6

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4.2

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15.9

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44x44

x

6.4

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4

0.0

80 8

1 0

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6.1

1

13.4

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38x38

x

6.4

6.9

6

0.0

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8

87

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4.3

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11.4

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32x32

x

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1

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27

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9.4

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25x25

x

6.4

4.4

3

0.0

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5

65

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1.8

3

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8.6

2

11.3

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4

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10.8

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19x19

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3.2

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5

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2

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or

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: T

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f angle

s c

urr

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y c

old

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how

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in

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s. C

heck m

anufa

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log for

the e

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nd d

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ns. S

ee a

lso p

age 6

-39.

6-1

21

Desig

nation*

Mass

of 2

angle

s

Dead

Load

Are

a

of 2

angle

s

CIS

C H

an

db

oo

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f S

tee

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on

str

uctio

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Page 42: Properties of Sections

TW

O A

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LE

S U

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L

203x152

x

25

131

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67.0

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59.9

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63.6

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64.1

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64.6

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40.9

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64.8

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36.8

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64.1

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203x102

x

25

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57.9

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63.8

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37.4

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43.5

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19

85.7

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41

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45.7

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64.7

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39.8

40.5

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43.6

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13

58.3

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72

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32.0

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65.7

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40.7

42.2

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178x102

x

19

78.2

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67

9 9

70

31.7

277

56.4

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40.6

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27.1

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41.5

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13

53.3

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23

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22.3

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57.3

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70

19.8

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97

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152x102

x

22

80.8

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22.9

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44.7

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70

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17.5

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152x89

x

16

56.2

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51

7 1

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16.6

169

48.2

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36.6

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13

45.5

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46

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13.7

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10.6

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89.1

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31.9

34.5

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35.9

37.3

38.8

L

127x89

x

19

59.0

0.5

79

7 5

20

11.6

140

39.3

44.4

35.5

38.4

39.2

40.0

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43.2

x

16

49.9

0.4

90

6 3

60

10.0

120

39.7

43.2

34.9

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38.5

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13

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97

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* D

esig

nation c

onsis

ts o

f nom

inal le

g s

izes a

nd thic

kness. F

or

angle

siz

e, see A

ngle

s -

Im

perial S

eries.

Note

: T

he p

ropert

ies o

f angle

s c

urr

ently p

roduced b

y c

old

form

ing a

re u

p to 7

perc

ent le

ss than the p

ropert

ies s

how

n

in

the a

bove table

s. C

heck m

anufa

ctu

rer's c

ata

log for

the e

xact pro

pert

ies a

nd d

imensio

ns. S

ee a

lso p

age 6

-39.

6-1

22

Desig

nation*

Mass

of 2

angle

s

Are

a

of 2

angle

s

Dead

Load

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

TW

O A

NG

LE

S U

NE

QU

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ry

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kg/m

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/mm

m2

10

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m4

10

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m3

mm

mm

08

10

12

16

20

L

127x76

x

13

38.0

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102x89

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89x76

x

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89x64

x

13

27.9

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76x64

x

13

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nation c

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f nom

inal le

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kness. F

or

angle

siz

e, see A

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s -

Im

perial S

eries.

Note

: T

he p

ropert

ies o

f angle

s c

urr

ently p

roduced b

y c

old

form

ing a

re u

p to 7

perc

ent le

ss than the p

ropert

ies s

how

n

in

the a

bove table

s. C

heck m

anufa

ctu

rer's c

ata

log for

the e

xact pro

pert

ies a

nd d

imensio

ns. S

ee a

lso p

age 6

-39.

6-1

23

Desig

nation*

Mass

of 2

angle

s

Dead

Load

Are

a

of 2

angle

s

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 43: Properties of Sections

TW

O A

NG

LE

S U

NE

QU

AL

LE

GS

- I

mp

eri

al

Se

rie

s

Lo

ng

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S O

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Axis

X-X

Radii

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tion a

bout A

xis

Y-Y

IS

ry

Back-t

o-b

ack s

pacin

g, s, m

illim

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kg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

mm

08

10

12

16

20

L

76x51

x

13

22.8

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f nom

inal le

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or

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eries.

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ently p

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ee a

lso p

age 6

-39.

6-1

24

Desig

nation*

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angle

s

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203x152

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178x102

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152x89

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51

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127x89

x

19

59.0

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79

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20

4.6

3

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49.9

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90

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60

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* D

esig

nation c

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ts o

f nom

inal le

g s

izes a

nd thic

kness. F

or

angle

siz

e, see A

ngle

s -

Im

perial S

eries.

Note

: T

he p

ropert

ies o

f angle

s c

urr

ently p

roduced b

y c

old

form

ing a

re u

p to 7

perc

ent le

ss than the p

ropert

ies s

how

n

in

the a

bove table

s. C

heck m

anufa

ctu

rer's c

ata

log for

the e

xact pro

pert

ies a

nd d

imensio

ns. S

ee a

lso p

age 6

-39.

6-1

25

Desig

nation*

Mass

of 2

angle

s

Are

a

of 2

angle

s

Dead

Load

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 44: Properties of Sections

TW

O A

NG

LE

S U

NE

QU

AL

LE

GS

- I

mp

eri

al

Se

rie

s

Sh

ort

Le

gs

Ba

ck

-to

-Ba

ck

PR

OP

ER

TIE

S O

F S

EC

TIO

NS

Axis

X-X

Radii

of G

yra

tion a

bout A

xis

Y-Y

IS

ry

Back-t

o-b

ack s

pacin

g, s, m

illim

etr

es

kg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

mm

08

10

12

16

20

L

127x76

x

13

38.0

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37.6

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102x89

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76x64

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13

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nation c

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ts o

f nom

inal le

g s

izes a

nd thic

kness. F

or

angle

siz

e, see A

ngle

s -

Im

perial S

eries.

Note

: T

he p

ropert

ies o

f angle

s c

urr

ently p

roduced b

y c

old

form

ing a

re u

p to 7

perc

ent le

ss than the p

ropert

ies s

how

n

in

the a

bove table

s. C

heck m

anufa

ctu

rer's c

ata

log for

the e

xact pro

pert

ies a

nd d

imensio

ns. S

ee a

lso p

age 6

-39.

6-1

26

Desig

nation*

Mass

of 2

angle

s

Dead

Load

Are

a

of 2

angle

s

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

TW

O A

NG

LE

S U

NE

QU

AL

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PR

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TIE

S O

F S

EC

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NS

Axis

X-X

Radii

of G

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tion a

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xis

Y-Y

IS

ry

Back-t

o-b

ack s

pacin

g, s, m

illim

etr

es

kg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

mm

08

10

12

16

20

L

76x51

x

13

22.8

0.2

24

2 9

00

0.5

59

15.5

13.9

14.8

36.2

39.3

40.1

40.9

42.6

44.3

x

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17.6

0.1

72

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40

0.4

52

12.2

14.2

13.7

35.6

38.6

39.4

40.2

41.9

43.5

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14.8

0.1

46

1 8

90

0.3

92

10.4

14.4

13.1

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38.3

39.1

39.9

41.5

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12.0

0.1

18

1 5

30

0.3

26

8.5

2

14.6

12.5

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38.0

38.8

39.6

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x

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4

0.0

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60

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55

6.5

6

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64x51

x

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54

2 0

00

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28

11.9

14.6

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31.8

32.6

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36.7

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30

1 6

90

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72

10.2

14.8

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31.5

32.3

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36.4

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10.8

0.1

06

1 3

70

0.3

10

8.3

4

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31.2

32.0

32.7

34.3

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x

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8.1

9

0.0

80 3

1 0

40

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42

6.4

2

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L

51x38

x

6.4

8.2

3

0.0

80 7

1 0

50

0.1

26

4.5

7

11.0

10.5

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26.2

27.0

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x

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9

0.0

61 7

8

01

0.1

00

3.5

4

11.2

9.9

322.9

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30.8

x

3.2

4.2

8

0.0

42 0

5

45

0.0

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2.4

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11.4

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26.3

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28.7

30.4

* D

esig

nation c

onsis

ts o

f nom

inal le

g s

izes a

nd thic

kness. F

or

angle

siz

e, see A

ngle

s -

Im

perial S

eries.

Note

: T

he p

ropert

ies o

f angle

s c

urr

ently p

roduced b

y c

old

form

ing a

re u

p to 7

perc

ent le

ss than the p

ropert

ies s

how

n

in

the a

bove table

s. C

heck m

anufa

ctu

rer's c

ata

log for

the e

xact pro

pert

ies a

nd d

imensio

ns. S

ee a

lso p

age 6

-39.

6-1

27

Desig

nation*

Mass

of 2

angle

s

Are

a

of 2

angle

s

Dead

Load

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 45: Properties of Sections

TW

O C

HA

NN

EL

S

To

e-t

o-T

oe

PR

OP

ER

TIE

S O

F S

EC

TIO

NS

I yS

yr y

I yS

yr y

kg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

10

6 m

m4

10

3 m

m3

mm

10

6 m

m4

10

3 m

m3

mm

M

C460

x

86*

173

1.6

9

22 0

00

564

2 4

60

160

174

1 6

30

88.9

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4 1

70

208

x

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1.5

2

19 7

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80

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147

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10

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40

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x

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00

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10

84.4

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00

208

x

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5

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00

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20

169

110

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00

82.4

701

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70

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C

380

x

74*

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6

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00

336

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60

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112

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90

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30

172

x

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7

15 1

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138

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27

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40

120

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60

137

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120

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113

x

30

59.3

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82

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60

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514

93.0

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96.5

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45.2

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43

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60

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242

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C

230

x

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85

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00

51.0

444

81.9

22.7

339

54.7

77.6

677

101

x

22

44.6

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37

5 6

80

42.6

372

86.6

14.7

233

50.9

57.8

505

101

x

20

39.7

0.3

90

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60

39.6

346

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197

48.8

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101

C

200

x

28

55.9

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48

7 1

20

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360

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56

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309

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00

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123

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16.6

219

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x

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x

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19.8

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20

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66.4

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110

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C

100

x

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40

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1

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75

x

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x

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1 8

70

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0

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39.6

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x

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1 5

30

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e c

on

ditio

n c

= d

ca

nn

ot

be

me

t fo

r th

is s

ectio

n.

* N

ot

ava

ilab

le f

rom

Ca

na

dia

n m

ills

6-1

28

Toe-t

o-T

oe

c =

dC

hannel

Siz

e

For

Tw

o C

hannels

Axis

X-X

Axis

Y-Y

Mass

Dead

Load

Are

aI x

Sx

r x

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

TW

O C

HA

NN

EL

S

Ba

ck

-to

-Ba

ck

PR

OP

ER

TIE

S O

F S

EC

TIO

NS

kg/m

kN

/mm

m2

10

6 m

m4

10

3 m

m3

mm

08

10

12

16

20

M

C460

x

86*

173

1.6

9

22 0

00

564

2 4

60

160

33.9

36.6

37.3

38.0

39.5

41.1

x

77.2

*154

1.5

2

19 7

00

522

2 2

80

163

34.2

36.8

37.6

38.3

39.8

41.3

x

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1.3

4

17 4

00

482

2 1

00

166

34.5

37.2

37.9

38.6

40.1

41.6

x

63.5

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1.2

5

16 2

00

462

2 0

20

169

35.0

37.7

38.4

39.1

40.6

42.1

C

380

x

74*

149

1.4

6

19 0

00

336

1 7

60

133

30.0

32.8

33.5

34.3

35.9

37.5

x

60*

119

1.1

7

15 1

00

290

1 5

20

138

30.0

32.8

33.5

34.2

35.8

37.4

x

50*

101

0.9

90

12 9

00

262

1 3

70

143

30.5

33.2

33.9

34.7

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37.8

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310

x

45

89.3

0.8

76

11 4

00

135

884

109

25.7

28.5

29.3

30.0

31.6

33.2

x

37

74.1

0.7

27

9 4

40

120

786

113

26.2

28.9

29.7

30.4

32.0

33.6

x

31

61.5

0.6

04

7 8

40

107

702

117

26.7

29.5

30.3

31.0

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C

250

x

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73

11 3

00

85.6

674

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23.4

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27.1

27.9

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x

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74.6

0.7

31

9 5

00

75.8

598

89.4

23.3

26.1

26.9

27.7

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30.9

x

30

59.3

0.5

82

7 5

60

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514

93.0

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27.7

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60

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31.5

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00

51.0

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25.6

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x

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37

5 6

80

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372

86.6

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60

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23.4

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20

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19.5

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60

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x

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* N

ot

ava

ilab

le f

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na

dia

n m

ills

6-1

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Dead

Load

Are

aB

ack-t

o-B

ack C

hannels

, m

illim

etr

es

For

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o C

hannels

Axis

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Radii

of G

yra

tion a

bout A

xis

Y-Y

I xS

xr x

Channel

Siz

eM

ass

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

Page 46: Properties of Sections

W S

HA

PE

S A

ND

CH

AN

NE

LS

PR

OP

ER

TIE

S O

F S

EC

TIO

NS

IS

1 =

I / Y

1S

2 =

I / Y

2r

Y1

Y2

kN

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10

6 m

m4

10

3 m

m3

10

3 m

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mm

mm

mm

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90

308

480

293

C380x50

2.1

9

28 5

00

2 7

50

5 9

20

8 9

40

311

465

308

x161

MC

460x63.5

2.1

9

28 5

00

2 6

50

5 4

80

9 2

70

305

484

286

C380x50

2.0

6

26 8

00

2 5

30

5 4

10

8 4

10

307

467

301

W690x170

C380x50

2.1

6

28 0

00

2 2

60

5 3

30

8 0

90

284

424

279

C310x31

1.9

6

25 5

00

2 0

70

5 2

00

6 8

50

285

398

302

x152

C380x50

1.9

9

25 8

00

2 0

50

4 8

00

7 5

60

282

427

271

C310x31

1.7

9

23 3

00

1 8

70

4 6

70

6 3

40

283

400

295

x140

C380x50

1.8

6

24 2

00

1 8

80

4 3

70

7 1

20

279

430

264

C310x31

1.6

7

21 7

00

1 7

10

4 2

60

5 9

10

281

402

289

W610x125

C380x50

1.7

2

22 3

00

1 3

90

3 5

50

6 0

20

250

391

231

C310x31

1.5

2

19 8

00

1 2

60

3 4

60

4 9

50

252

364

255

x113

C380x50

1.6

0

20 8

00

1 2

60

3 1

90

5 6

40

246

395

223

C310x31

1.4

1

18 3

00

1 1

40

3 1

10

4 5

90

250

367

248

W530x101

C380x50

1.4

9

19 3

00

904

2 5

50

4 6

90

216

355

193

C310x31

1.2

9

16 8

00

817

2 4

90

3 7

90

221

329

216

x92

C380x50

1.4

0

18 2

00

826

2 3

10

4 4

40

213

357

186

C310x31

1.2

1

15 7

00

745

2 2

60

3 5

50

218

330

210

W460x74

C380x50

1.2

2

15 9

00

516

1 6

30

3 4

40

180

317

150

C310x31

1.0

3

13 4

00

465

1 5

90

2 7

10

186

292

172

W410x54

C380x50

1.0

2

13 2

00

308

1 0

50

2 6

00

153

295

119

C310x31

0.8

24

10 7

00

277

1 0

20

1 9

90

161

271

139

W360x45

C310x31

0.7

43

9 6

50

186

765

1 6

00

139

243

116

C250x23

0.6

63

8 6

10

175

756

1 3

80

143

232

127

W310x39

C310x31

0.6

82

8 8

60

131

598

1 3

30

122

219

98.2

C250x23

0.6

02

7 8

20

123

590

1 1

40

125

208

108

W250x33

C250x23

0.5

43

7 0

50

73.1

411

846

102

178

86.4

C200x17

0.4

88

6 3

40

69.5

409

743

105

170

93.5

W200x27

C200x17

0.4

28

5 5

60

37.6

268

521

82.2

140

72.2

6-1

30

Axis

X-X

Beam

Dead

Load

Tota

l

Are

aC

hannel

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n

W S

HA

PE

S A

ND

CH

AN

NE

LS

PR

OP

ER

TIE

S O

F S

EC

TIO

NS

Shear

Centr

e

Tors

ional

Consta

nt

Warp

ing

Consta

nt

Monosym

metr

y

Consta

nt †

IS

rY

0J

Cw

!X

kg/m

10

6 m

m4

10

3 m

m3

mm

mm

10

3 m

m4

10

9 m

m6

mm

352.5

387

1 6

90

92.8

212

9 7

40

53 5

00

523

339.1

287

1 5

10

81.5

156

9 6

50

48 2

00

395

335.2

376

1 6

50

93.8

216

8 2

10

50 1

00

538

321.9

276

1 4

50

82.0

161

8 1

20

45 1

00

411

317.1

365

1 6

00

95.1

220

6 7

80

46 5

00

554

303.8

265

1 3

90

82.7

167

6 6

90

42 0

00

428

302.2

354

1 5

50

95.9

225

5 6

60

43 2

00

570

288.9

254

1 3

30

83.1

173

5 5

70

39 1

00

445

288.1

343

1 5

00

96.7

230

4 7

30

39 8

00

586

274.8

243

1 2

80

83.3

180

4 6

40

36 1

00

464

290.5

345

1 5

10

96.6

214

5 6

50

35 0

00

545

277.1

245

1 2

90

83.3

167

5 5

60

31 7

00

430

274.0

334

1 4

60

97.8

219

4 5

60

31 8

00

562

260.6

234

1 2

30

84.0

174

4 4

70

28 9

00

450

257.5

321

1 4

10

99.0

224

3 5

60

28 2

00

581

244.1

221

1 1

60

84.4

182

3 4

70

25 8

00

474

260.6

313

1 3

70

97.0

215

4 5

50

21 6

00

548

247.3

213

1 1

20

82.2

178

4 4

60

19 8

00

452

248.1

306

1 3

40

98.4

217

3 8

40

19 9

00

558

234.7

206

1 0

80

83.0

182

3 7

50

18 3

00

465

237.1

300

1 3

10

99.6

219

3 2

00

18 3

00

568

223.7

200

1 0

50

83.7

186

3 1

10

16 9

00

479

223.7

292

1 2

80

101

222

2 5

80

16 3

00

582

210.4

192

1 0

10

84.6

192

2 4

90

15 2

00

498

219.8

197

1 0

40

83.9

172

3 4

70

13 5

00

442

200.2

120

785

68.5

114

3 2

00

11 4

00

292

202.5

189

991

85.5

176

2 6

20

12 0

00

460

182.9

111

730

69.1

122

2 3

50

10 2

00

314

190.0

183

959

86.9

179

2 0

90

10 8

00

474

170.3

105

690

69.6

128

1 8

20

9 2

50

331

175.1

170

894

87.4

173

1 9

60

6 8

20

457

155.4

92.8

609

68.5

133

1 6

90

5 9

10

338

163.3

165

868

89.1

175

1 5

40

6 0

00

469

143.7

87.8

576

69.3

139

1 2

70

5 2

40

357

151.5

158

829

90.5

162

1 4

40

3 7

90

434

131.9

80.4

527

69.2

136

1 1

70

3 3

50

347

142.9

155

813

92.2

162

1 1

80

3 3

60

439

123.2

77.3

507

70.2

139

914

2 9

90

360

124.8

148

775

96.3

143

938

1 8

00

384

105.2

70.1

460

72.3

131

669

1 6

30

342

103.6

141

741

103

125

647

897

313

84.0

63.6

417

77.1

124

378

831

331

75.8

61.7

404

79.9

111

312

533

287

67.6

36.0

283

64.6

100

246

493

268

69.6

60.8

398

82.8

98.2

278

377

231

61.4

35.1

276

67.0

89.9

212

349

237

55.3

32.5

256

67.9

83.8

185

168

192

49.8

18.2

180

53.6

71.7

152

153

188

43.6

16.8

166

55.0

65.2

125

74.0

147

†!

X is p

ositiv

e w

hen the larg

er

flange is in fle

xura

l com

pre

ssio

n, and n

egative o

therw

ise.

6-1

31

Axis

Y-Y

Mass

CIS

C H

an

db

oo

k o

f S

tee

l C

on

str

uctio

n


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