9.3. Section tables#

Sawn sections#

../../_images/coordinate_system.png

Fig. 9.8 Coordinate system (bending around strong axis is around y-axis)#

Note

Remember that \(I_y\), \(I_z\), \(W_y\) and \(W_z\) are another notation for \(I_{zz}\), \(I_{yy}\), \(W_{zz}\) and \(W_{yy}\) respectively.

Width 33 mm#

Table 9.11 Section tables for timber beams with width 33 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

\(W_z \cdot 10^3 \ [mm^3]\)

\(I_z \cdot 10^4 \ [mm^4]\)

69

22.77

26.19

90.34

12.52

20.66

95

31.35

49.64

235.8

17.24

28.45

120

39.60

79.20

475.2

21.78

35.94

133

43.89

97.29

647.0

24.14

39.83

145

47.85

115.6

838.4

26.32

43.42

170

56.10

158.9

1 351

30.86

50.91

195

64.35

209.1

2 039

35.39

58.40

220

72.60

266.2

2 928

39.93

65.88

245

80.85

330.1

4 044

44.47

73.37

Width 45 mm#

Table 9.12 Section tables for timber beams with width 45 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

\(W_z \cdot 10^3 \ [mm^3]\)

\(I_z \cdot 10^4 \ [mm^4]\)

69

31.05

35.71

123.2

23.29

52.40

95

42.75

67.69

321.5

32.06

72.14

120

54.00

108.0

648.0

40.50

91.12

133

59.85

132.7

882.2

44.89

101.0

145

65.25

157.7

1 143

48.94

110.1

170

76.50

216.8

1 842

57.38

129.1

195

87.75

285.2

2 781

65.81

148.1

220

99.00

363.0

3 993

74.25

167.1

Width 58 mm#

Table 9.13 Section tables for timber beams with width 58 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

\(W_z \cdot 10^3 \ [mm^3]\)

\(I_z \cdot 10^4 \ [mm^4]\)

95

55.10

87.24

414.4

53.26

154.5

120

69.60

139.2

835.2

67.28

195.1

133

77.14

171.0

1 137

74.57

216.2

145

84.10

203.2

1 474

81.30

235.8

170

98.60

279.4

2 375

95.31

276.4

195

113.1

367.6

3 584

109.3

317.1

220

127.6

467.9

5 147

123.3

357.7

245

142.1

580.2

7 108

137.4

398.4

Width 69 mm#

Table 9.14 Section tables for timber beams with width 69 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

\(W_z \cdot 10^3 \ [mm^3]\)

\(I_z \cdot 10^4 \ [mm^4]\)

95

65.55

103.8

493.0

75.38

260.1

120

82.80

165.6

993.6

95.22

328.5

133

91.77

203.4

1 353

105.5

364.1

145

100.0

241.8

1 753

115.1

396.9

170

117.3

332.4

2 825

134.9

465.4

195

134.6

437.3

4 264

154.7

533.8

220

151.8

556.6

6 123

174.6

602.3

245

169.1

690.3

8 456

194.4

670.7

270

186.3

838.4

11 318

214.2

739.1

Width 95 mm#

Table 9.15 Section tables for timber beams with width 95 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

\(W_z \cdot 10^3 \ [mm^3]\)

\(I_z \cdot 10^4 \ [mm^4]\)

195

185.2

602.1

5 870

293.3

1 393

220

209.0

766.3

8 430

330.9

1 572

245

232.8

950.4

11 642

368.5

1 750

270

256.5

1 154

15 582

406.1

1 929

Width 120 mm#

Table 9.16 Section tables for timber beams with width 120 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

\(W_z \cdot 10^3 \ [mm^3]\)

\(I_z \cdot 10^4 \ [mm^4]\)

195

234.0

760.5

7 415

468.0

2 808

220

264.0

968.0

10 648

528.0

3 168

245

294.0

1 200

14 706

588.0

3 528

270

324.0

1 458

19 683

648.0

3 888

Glued laminated timber#

../../_images/coordinate_system.png

Fig. 9.9 Coordinate system (bending around strong axis is around y-axis)#

Note

Remember that \(I_y\), \(I_z\), \(W_y\) and \(W_z\) are another notation for \(I_{zz}\), \(I_{yy}\), \(W_{zz}\) and \(W_{yy}\) respectively.

Width 55 mm#

Table 9.17 Section tables for glued laminated timber beams with width 55 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

200

110.0

366.7

3 667

250

137.5

572.9

7 161

300

165.0

825.0

12 375

350

192.5

1 123

19 651

400

220.0

1 467

29 333

450

247.5

1 856

41 766

500

275.0

2 292

57 292

550

302.5

2 773

76 255

Width 85 mm#

Table 9.18 Section tables for glued laminated timber beams with width 85 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

200

170.0

566.7

5 667

250

212.5

885.4

11 068

300

255.0

1 275

19 125

350

297.5

1 735

30 370

400

340.0

2 267

45 333

450

382.5

2 869

64 547

500

425.0

3 542

88 542

550

467.5

4 285

117 849

600

510.0

5 100

153 000

650

552.5

5 985

194 526

700

595.0

6 942

242 958

750

637.5

7 969

298 828

800

680.0

9 067

362 667

850

722.5

10 235

435 005

Width 110 mm#

Table 9.19 Section tables for glued laminated timber beams with width 110 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

200

220.0

733.3

7 333

250

275.0

1 146

14 323

300

330.0

1 650

24 750

350

385.0

2 246

39 302

400

440.0

2 933

58 667

450

495.0

3 712

83 531

500

550.0

4 583

114 583

550

605.0

5 546

152 510

600

660.0

6 600

198 000

650

715.0

7 746

251 740

700

770.0

8 983

314 417

750

825.0

10 312

386 719

800

880.0

11 733

469 333

850

935.0

13 246

562 948

Width 135 mm#

Table 9.20 Section tables for glued laminated timber beams with width 135 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

200

270.0

900.0

9 000

250

337.5

1 406

17 578

300

405.0

2 025

30 375

350

472.5

2 756

48 234

400

540.0

3 600

72 000

450

607.5

4 556

102 516

500

675.0

5 625

140 625

550

742.5

6 806

187 172

600

810.0

8 100

243 000

650

877.5

9 506

308 953

700

945.0

11 025

385 875

750

1 012

12 656

474 609

800

1 080

14 400

576 000

850

1 148

16 256

690 891

900

1 215

18 225

820 125

950

1 282

20 306

964 547

1000

1 350

22 500

1 125 000

1050

1 418

24 806

1 302 328

1100

1 485

27 225

1 497 375

1150

1 552

29 756

1 710 984

1200

1 620

32 400

1 944 000

1250

1 688

35 156

2 197 266

1300

1 755

38 025

2 471 625

1350

1 822

41 006

2 767 922

Width 160 mm#

Table 9.21 Section tables for glued laminated timber beams with width 160 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

200

320.0

1 067

10 667

250

400.0

1 667

20 833

300

480.0

2 400

36 000

350

560.0

3 267

57 167

400

640.0

4 267

85 333

450

720.0

5 400

121 500

500

800.0

6 667

166 667

550

880.0

8 067

221 833

600

960.0

9 600

288 000

650

1 040

11 267

366 167

700

1 120

13 067

457 333

750

1 200

15 000

562 500

800

1 280

17 067

682 667

850

1 360

19 267

818 833

900

1 440

21 600

972 000

950

1 520

24 067

1 143 167

1000

1 600

26 667

1 333 333

1050

1 680

29 400

1 543 500

1100

1 760

32 267

1 774 667

1150

1 840

35 267

2 027 833

1200

1 920

38 400

2 304 000

1250

2 000

41 667

2 604 167

1300

2 080

45 067

2 929 333

1350

2 160

48 600

3 280 500

1400

2 240

52 267

3 658 667

1450

2 320

56 067

4 064 833

1500

2 400

60 000

4 500 000

1550

2 480

64 067

4 965 167

1600

2 560

68 267

5 461 333

Width 185 mm#

Table 9.22 Section tables for glued laminated timber beams with width 185 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

200

370.0

1 233

12 333

250

462.5

1 927

24 089

300

555.0

2 775

41 625

350

647.5

3 777

66 099

400

740.0

4 933

98 667

450

832.5

6 244

140 484

500

925.0

7 708

192 708

550

1 018

9 327

256 495

600

1 110

11 100

333 000

650

1 202

13 027

423 380

700

1 295

15 108

528 792

750

1 388

17 344

650 391

800

1 480

19 733

789 333

850

1 572

22 277

946 776

900

1 665

24 975

1 123 875

950

1 758

27 827

1 321 786

1000

1 850

30 833

1 541 667

1050

1 942

33 994

1 784 672

1100

2 035

37 308

2 051 958

1150

2 128

40 777

2 344 682

1200

2 220

44 400

2 664 000

1250

2 312

48 177

3 011 068

1300

2 405

52 108

3 387 042

1350

2 498

56 194

3 793 078

1400

2 590

60 433

4 230 333

1450

2 682

64 827

4 699 964

1500

2 775

69 375

5 203 125

1550

2 868

74 077

5 740 974

1600

2 960

78 933

6 314 667

1650

3 052

83 944

6 925 359

1700

3 145

89 108

7 574 208

1750

3 238

94 427

8 262 370

1800

3 330

99 900

8 991 000

Width 205 mm#

Table 9.23 Section tables for glued laminated timber beams with width 205 mm.#

\(h \ [mm]\)

\(A \cdot 10^2 \ [mm^2]\)

\(W_y \cdot 10^3 \ [mm^3]\)

\(I_y \cdot 10^4 \ [mm^4]\)

200

410.0

1 367

13 667

250

512.5

2 135

26 693

300

615.0

3 075

46 125

350

717.5

4 185

73 245

400

820.0

5 467

109 333

450

922.5

6 919

155 672

500

1 025

8 542

213 542

550

1 128

10 335

284 224

600

1 230

12 300

369 000

650

1 332

14 435

469 151

700

1 435

16 742

585 958

750

1 538

19 219

720 703

800

1 640

21 867

874 667

850

1 742

24 685

1 049 130

900

1 845

27 675

1 245 375

950

1 948

30 835

1 464 682

1000

2 050

34 167

1 708 333

1050

2 152

37 669

1 977 609

1100

2 255

41 342

2 273 792

1150

2 358

45 185

2 598 161

1200

2 460

49 200

2 952 000

1250

2 562

53 385

3 336 589

1300

2 665

57 742

3 753 208

1350

2 768

62 269

4 203 141

1400

2 870

66 967

4 687 667

1450

2 972

71 835

5 208 068

1500

3 075

76 875

5 765 625

1550

3 178

82 085

6 361 620

1600

3 280

87 467

6 997 333

1650

3 382

93 019

7 674 047

1700

3 485

98 742

8 393 042

1750

3 588

104 635

9 155 599

1800

3 690

110 700

9 963 000