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.#

\(h \ [mm]\)

\(A \cdot 10^3 \ [mm^2]\)

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

\(I_y \cdot 10^6 \ [mm^4]\)

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

\(I_z \cdot 10^6 \ [mm^4]\)

69

2.20

26.1

0.90

12.5

0.21

95

3.10

49.6

2.35

17.2

0.28

120

3.90

79.2

4.75

21.7

0.36

133

4.30

97.2

6.46

24.1

0.40

145

4.70

115.6

8.38

26.3

0.43

170

5.60

158.9

13.51

30.8

0.51

195

6.40

209.1

20.39

35.3

0.58

220

7.20

266.2

29.28

39.9

0.66

245

14.20

580.2

71.07

137.3

3.98

Width 45 mm#

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

\(h \ [mm]\)

\(A \cdot 10^3 \ [mm^2]\)

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

\(I_y \cdot 10^6 \ [mm^4]\)

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

\(I_z \cdot 10^6 \ [mm^4]\)

69

3.10

35.7

1.23

23.2

0.52

95

4.20

67.6

3.21

32.0

0.72

120

5.40

108.0

6.48

40.5

0.91

133

5.90

132.6

8.82

44.8

1.01

145

6.50

157.6

11.43

48.9

1.10

170

7.60

216.7

18.42

57.3

1.29

195

8.70

285.1

27.80

65.8

1.48

220

9.90

363.0

39.93

74.2

1.67

Width 58 mm#

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

\(h \ [mm]\)

\(A \cdot 10^3 \ [mm^2]\)

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

\(I_y \cdot 10^6 \ [mm^4]\)

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

\(I_z \cdot 10^6 \ [mm^4]\)

95

5.50

87.2

4.14

53.2

1.54

120

6.90

139.2

8.35

67.2

1.95

133

7.70

170.9

11.37

74.5

2.16

145

8.40

203.2

14.73

81.2

2.36

170

9.80

279.3

23.74

95.3

2.76

195

11.30

367.5

35.83

109.3

3.17

220

12.70

467.8

51.46

123.3

3.58

245

14.20

580.2

71.07

137.3

3.98

Width 69 mm#

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

\(h \ [mm]\)

\(A \cdot 10^3 \ [mm^2]\)

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

\(I_y \cdot 10^6 \ [mm^4]\)

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

\(I_z \cdot 10^6 \ [mm^4]\)

95

6.60

105.2

5.00

77.5

2.72

120

8.40

168.0

10.08

98.0

3.43

133

9.30

206.3

13.72

108.6

3.80

145

10.10

245.2

17.78

118.4

4.14

170

11.90

337.1

28.65

138.8

4.86

195

13.60

443.6

43.25

159.2

5.57

220

15.40

564.6

62.11

179.6

6.29

245

17.10

700.2

85.78

200.0

7.00

270

18.90

850.5

114.8

220.5

7.72

Width 95 mm#

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

\(h \ [mm]\)

\(A \cdot 10^3 \ [mm^2]\)

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

\(I_y \cdot 10^6 \ [mm^4]\)

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

\(I_z \cdot 10^6 \ [mm^4]\)

195

18.50

602.0

58.70

293.3

13.93

220

20.90

766.3

84.29

330.9

15.72

245

23.20

950.3

116.4

368.5

17.50

270

25.60

1154

155.8

406.1

19.29

Width 120 mm#

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

\(h \ [mm]\)

\(A \cdot 10^3 \ [mm^2]\)

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

\(I_y \cdot 10^6 \ [mm^4]\)

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

\(I_z \cdot 10^6 \ [mm^4]\)

195

23.40

760.5

74.14

468.0

28.08

220

26.40

968.0

106.5

528.0

31.68

245

29.40

1201

147.1

588.0

35.28

270

32.40

1458

196.8

648.0

38.88

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#

Width 110 mm#

Table 9.17 Section tables for timber beams with width 110 mm.#

\(h \ [mm]\)

\(A \cdot 10^3 \ [mm^2]\)

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

\(I_y \cdot 10^6 \ [mm^4]\)

200

22.0

0.73

73.3

250

27.5

1.14

143.2

300

33.0

1.65

247.5

350

38.5

2.24

393.0

400

44.0

2.93

586.6

450

49.5

3.71

835.3

500

55.0

4.58

1145.8

550

60.5

5.54

1525.1

600

66.0

6.60

1980.0

650

71.5

7.74

2517.3

700

77.0

8.98

3144.1

750

82.5

10.31

3867.1

800

88.0

11.73

4693.3

850

93.5

13.24

5629.4

600

66.0

6.60

1980.0

650

71.5

7.74

2517.3

700

77.0

8.98

3144.1

750

82.5

10.31

3867.1

800

88.0

11.73

4693.3

850

93.5

13.24

5629.4

Width 135 mm#

Table 9.18 Section tables for timber beams with width 135 mm.#

\(h \ [mm]\)

\(A \cdot 10^3 \ [mm^2]\)

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

\(I_y \cdot 10^6 \ [mm^4]\)

200

27.0

0.90

90.0

250

33.7

1.40

175.7

300

40.5

2.02

303.7

350

47.2

2.75

482.3

400

54.0

3.60

720.0

450

60.7

4.55

1025.1

500

67.5

5.62

1406.2

550

74.2

6.80

1871.7

600

81.0

8.10

2430.0

650

87.7

9.50

3089.5

700

94.5

11.02

3858.7

750

101.2

12.65

4746.0

800

108.0

14.40

5760.0

850

114.7

16.25

6908.9

900

121.5

18.22

8201.2

950

128.2

20.30

9645.4

1000

135.0

22.50

11250.0

1050

141.7

24.80

13023.2

1100

148.5

27.22

14973.7

1150

155.2

29.75

17109.8

1200

162.0

32.40

19440.0

1250

168.7

35.15

21972.6

1300

175.5

38.02

24716.2

1350

182.2

41.00

27679.2

Width 160 mm#

Table 9.19 Section tables for timber beams with width 85 mm.#

\(h \ [mm]\)

\(A \cdot 10^3 \ [mm^2]\)

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

\(I_y \cdot 10^6 \ [mm^4]\)

200

32.0

1.06

106.6

250

40.0

1.66

208.3

300

48.0

2.40

360.0

350

56.0

3.26

571.6

400

64.0

4.26

853.3

450

72.0

5.40

1215.0

500

80.0

6.66

1666.6

550

88.0

8.06

2218.3

600

96.0

9.60

2880.0

650

104.0

11.26

3661.6

700

112.0

13.06

4573.3

750

120.0

15.00

5625.0

800

128.0

17.06

6826.6

850

136.0

19.26

8188.3

900

144.0

21.60

9720.0

950

152.0

24.06

11431.6

1000

160.0

26.66

13333.3

1050

168.0

29.40

15435.0

1100

176.0

32.26

17746.6

1150

184.0

35.26

20278.3

1200

192.0

38.40

23040.0

1250

200.0

41.66

26041.6

1300

208.0

45.06

29293.3

1350

216.0

48.60

32896.0

1400

224.0

52.26

36586.6

1450

232.0

56.06

40648.3

1500

240.0

60.00

45000.0

1550

248.0

64.06

49651.6

1600

256.0

68.26

54613.3

Width 185 mm#

Table 9.20 Section tables for timber beams with width 185 mm.#

\(h \ [mm]\)

\(A \cdot 10^3 \ [mm^2]\)

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

\(I_y \cdot 10^6 \ [mm^4]\)

200

37.0

1.23

123.3

250

46.2

1.92

240.8

300

55.5

2.77

416.2

350

64.7

3.77

660.9

400

74.0

4.93

986.6

450

83.2

6.24

1404.8

500

92.5

7.70

1927.0

550

101.7

9.32

2564.9

600

111.0

11.10

3330.0

650

120.2

13.02

4233.8

700

129.5

15.10

5287.9

750

138.7

17.34

6503.9

800

148.0

19.73

7893.3

850

157.2

22.27

9467.7

900

166.5

24.97

11238.7

950

175.7

27.82

13217.8

1000

185.0

30.83

15416.6

1050

194.2

33.99

17846.7

1100

203.5

37.30

20519.5

1150

212.7

40.77

23446.8

1200

222.0

44.40

26640.0

1250

231.2

48.17

30110.6

1300

240.5

52.10

33870.4

1350

249.7

56.19

37930.7

1400

259.0

60.43

42303.3

1450

268.2

64.82

46999.6

1500

277.5

69.37

52031.2

1550

286.7

74.07

57409.7

1600

296.0

78.93

63146.6

1650

305.2

83.94

69253.5

1700

314.5

89.10

75742.0

1750

323.7

94.42

82623.6

1800

333.0

99.90

89910.0

Width 205 mm#

Table 9.21 Section tables for timber beams with width 205 mm.#

\(h \ [mm]\)

\(A \cdot 10^3 \ [mm^2]\)

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

\(I_y \cdot 10^6 \ [mm^4]\)

200

41.0

1.36

136.6

250

51.2

2.13

266.9

300

61.5

3.07

461.2

350

71.7

4.18

732.4

400

82.0

5.46

1093.3

450

92.2

6.91

1556.7

500

102.5

8.54

2135.4

550

112.7

10.33

2842.2

600

123.0

12.30

3690.0

650

133.2

14.43

4691.5

700

143.5

16.74

5859.5

750

153.7

19.21

7207.0

800

164.0

21.86

8746.6

850

174.2

24.68

10491.3

900

184.5

27.67

12453.7

950

194.7

30.83

14646.8

1000

205.0

34.16

17083.3

1050

215.2

37.66

19776.0

1100

225.5

41.34

22737.9

1150

235.7

45.18

25981.6

1200

246.0

49.20

29520.0

1250

256.2

53.38

33365.8

1300

266.5

57.74

37532.0

1350

276.9

62.33

42031.4

1400

287.0

66.96

46876.6

1450

297.2

71.83

52080.6

1500

307.5

76.87

57656.2

1550

317.7

82.08

63616.1

1600

328.0

87.46

69973.3

1650

338.2

93.01

76740.4

1700

348.5

98.74

83930.4

1750

358.7

104.63

91555.9

1800

369.0

110.70

99630.0