Properties of Structural-Steel Shapes - Cengage Learning

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In the following tables, the properties of a few structural-steel shapes are presented as an ... tables were compiled from the extensive tables of properties for steel.
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E Properties of Structural-Steel Shapes In the following tables, the properties of a few structural-steel shapes are presented as an aid to the reader in solving problems in the text. These tables were compiled from the extensive tables of properties for steel shapes commonly used in Europe, available online (Ref. 5 - 4). Notation: I  moment of inertia S  section modulus r  兹I/ 苶A 苶  radius of gyration

E1 © 2012 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.

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APPENDIX E Properties of Structural-Steel Shapes

2

1

1

2

TABLE E-1 PROPERTIES OF EUROPEAN WIDE FLANGE BEAMS

Designation

Mass per meter

Area of Section

Depth of section

Width of section

G

A

h

b

kg/m HE HE HE HE HE

1000 B 900 B 700 B 650 B 600 B

HE HE HE HE HE HE

550 600 450 550 360 450

HE HE HE HE

cm

2

Thickness tw

tf

mm

mm

mm

mm

Strong axis 1-1 I1 cm

S1 4

3

Weak axis 2-2 r1

I2

S2 4

cm

cm

cm

3

cm

r2 cm

314 291 241 225 212

400 371.3 306.4 286.3 270

1000 900 700 650 600

300 300 300 300 300

19 18.5 17 16 15.5

36 35 32 31 30

644700 494100 256900 210600 171000

12890 10980 7340 6480 5701

40.15 36.48 28.96 27.12 25.17

16280 15820 14440 13980 13530

1085 1054 962.7 932.3 902

6.38 6.53 6.87 6.99 7.08

B A B A B A

199 178 171 166 142 140

254.1 226.5 218 211.8 180.6 178

550 590 450 540 360 440

300 300 300 300 300 300

15 13 14 12.5 12.5 11.5

29 25 26 24 22.5 21

136700 141200 79890 111900 43190 63720

4971 4787 3551 4146 2400 2896

23.2 24.97 19.14 22.99 15.46 18.92

13080 11270 11720 10820 10140 9465

871.8 751.4 781.4 721.3 676.1 631

7.17 7.05 7.33 7.15 7.49 7.29

340 320 360 340

B B A A

134 127 112 105

170.9 161.3 142.8 133.5

340 320 350 330

300 300 300 300

12 11.5 10 9.5

21.5 20.5 17.5 16.5

36660 30820 33090 27690

2156 1926 1891 1678

14.65 13.82 15.22 14.4

9690 9239 7887 7436

646 615.9 525.8 495.7

7.53 7.57 7.43 7.46

HE 320 HE 260 HE 240 HE 280 HE 220 HE 260 HE 240

A B B A B A A

97.6 93 83.2 76.4 71.5 68.2 60.3

124.4 118.4 106 97.26 91.04 86.82 76.84

310 260 240 270 220 250 230

300 260 240 280 220 260 240

9 10 10 8 9.5 7.5 7.5

15.5 17.5 17 13 16 12.5 12

22930 14920 11260 13670 8091 10450 7763

1479 1148 938.3 1013 735.5 836.4 675.1

13.58 11.22 10.31 11.86 9.43 10.97 10.05

6985 5135 3923 4763 2843 3668 2769

465.7 395 326.9 340.2 258.5 282.1 230.7

7.49 6.58 6.08 7 5.59 6.5 6

HE 180 B HE 160 B HE 140 B HE 120 B HE 140 A

51.2 42.6 33.7 26.7 24.7

65.25 54.25 42.96 34.01 31.42

180 160 140 120 133

180 160 140 120 140

8.5 8 7 6.5 5.5

14 13 12 11 8.5

3831 2492 1509 864.4 1033

425.7 311.5 215.6 144.1 155.4

7.66 6.78 5.93 5.04 5.73

1363 889.2 549.7 317.5 389.3

151.4 111.2 78.52 52.92 55.62

4.57 4.05 3.58 3.06 3.52

HE 100 B HE 100 A

20.4 16.7

26.04 21.24

100 96

100 100

6 5

10 8

449.5 349.2

4.16 4.06

167.3 133.8

33.45 26.76

2.53 2.51

89.91 72.76

Note: Axes 1-1 and 2-2 are principal centroidal axes

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APPENDIX E Properties of Structural-Steel Shapes

2

1

1

2 TABLE E-2 PROPERTIES OF EUROPEAN STANDARD BEAMS

Designation

Mass per meter

Area of Section

Depth of section

Width of section

G

A

h

b

tw

tf

I1

S1

r1

I2

S2

r2

kg/m

cm2

mm

mm

mm

mm

cm4

cm3

cm

cm4

cm3

cm

Thickness

Strong axis 1-1

Weak axis 2-2

IPN 550 IPN 500

166 141

212 179

550 500

200 185

19 18

30 27

99180 68740

3610 2750

21.6 19.6

3490 2480

349 268

4.02 3.72

IPN 450 IPN 400

115 92.4

147 118

450 400

170 155

16.2 14.4

24.3 21.6

45850 29210

2040 1460

17.7 15.7

1730 1160

203 149

3.43 3.13

IPN 380 IPN 360 IPN 340 IPN 320 IPN 300

84 76.1 68 61 54.2

107 97 86.7 77.7 69

380 360 340 320 300

149 143 137 131 125

13.7 13 12.2 11.5 10.8

20.5 19.5 18.3 17.3 16.2

24010 19610 15700 12510 9800

1260 1090 923 782 653

15 14.2 13.5 12.7 11.9

975 818 674 555 451

131 114 98.4 84.7 72.2

3.02 2.9 2.8 2.67 2.56

IPN 280 IPN 260 IPN 240 IPN 220 IPN 200

47.9 41.9 36.2 31.1 26.2

61 53.3 46.1 39.5 33.4

280 260 240 220 200

119 113 106 98 90

10.1 9.4 8.7 8.1 7.5

15.2 14.1 13.1 12.2 11.3

7590 5740 4250 3060 2140

542 442 354 278 214

11.1 10.4 9.59 8.8 8

364 288 221 162 117

61.2 51 41.7 33.1 26

2.45 2.32 2.2 2.02 1.87

IPN 180 IPN 160 IPN 140 IPN 120 IPN 100

21.9 17.9 14.3 11.1 8.34

27.9 22.8 18.3 14.2 10.6

180 160 140 120 100

82 74 66 58 50

6.9 6.3 5.7 5.1 4.5

10.4 9.5 8.6 7.7 6.8

1450 935 573 328 171

161 117 81.9 54.7 34.2

7.2 6.4 5.61 4.81 4.01

19.8 14.8 10.7 7.41 4.88

1.71 1.55 1.4 1.23 1.07

IPN 80

5.94

80

42

3.9

5.9

19.5

3.2

7.58

77.8

81.3 54.7 35.2 21.5 12.2 6.29

3

0.91

Note: Axes 1-1 and 2-2 are principal centroidal axes

© 2012 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.

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APPENDIX E Properties of Structural-Steel Shapes

2 c

1

1

2 TABLE E-3 PROPERTIES OF EUROPEAN STANDARD CHANNELS Mass per meter

Area of Section

Depth of section

Width of section

G

A

h

b

tw

tf

I1

S1

r1

I2

S2

r2

c

kg/m

cm2

mm

mm

mm

mm

cm4

cm3

cm

cm4

cm3

cm

cm

UPN 400

71.8

91.5

400

110

14

18

20350

1020

14.9

846

3.04

2.65

UPN 380 UPN 350 UPN 320 UPN 300

63.1 60.6 59.5 46.2

80.4 77.3 75.8 58.8

380 350 320 300

102 100 100 100

13.5 14 14 10

16 16 17.5 16

15760 12840 10870 8030

829 734 679 535

14 12.9 12.1 11.7

615 570 597 495

78.7 75 80.6 67.8

2.77 2.72 2.81 2.9

2.38 2.4 2.6 2.7

UPN 280 UPN 260 UPN 240 UPN 220 UPN 200

41.8 37.9 33.2 29.4 25.3

53.3 48.3 42.3 37.4 32.2

280 260 240 220 200

95 90 85 80 75

10 10 9.5 9 8.5

15 14 13 12.5 11.5

6280 4820 3600 2690 1910

448 371 300 245 191

10.9 9.99 9.22 8.48 7.7

399 317 248 197 148

57.2 47.7 39.6 33.6 27

2.74 2.56 2.42 2.3 2.14

2.53 2.36 2.23 2.14 2.01

UPN 180 UPN 160 UPN 140 UPN 120 UPN 100

22 18.8 16 13.4 10.6

28 24 20.4 17 13.5

180 160 140 120 100

70 65 60 55 50

8 7.5 7 7 6

11 10.5 10 9 8.5

1350 925 605 364 206

150 116 86.4 60.7 41.2

6.95 6.21 5.45 4.62 3.91

114 85.3 62.7 43.2 29.3

22.4 18.3 14.8 11.1 8.49

2.02 1.89 1.75 1.59 1.47

1.92 1.84 1.75 1.6 1.55

80

45

6

8

106

26.5

3.1

19.4

6.36

1.33

1.45

Designation

UPN 80

8.64

11

Thickness

Strong axis 1-1

Weak axis 2-2

102

Notes: 1. Axes 1-1 and 2-2 are principal centroidal axes 2. The distance c is measured from the centroid to the back of the web 3. For axis 2-2, the tabulated value of S is the smaller of the two section moduli for this axis

© 2012 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.

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APPENDIX E Properties of Structural-Steel Shapes

c

2

3

4

1

c a

4

1

3

2 TABLE E-4 PROPERTIES OF EUROPEAN EQUAL ANGLES

Designation

Thickness

Mass per meter

Area of Section

G

A

mm

kg/m

cm

L 200  200  26 L 200  200  22 L 200  200  19 L 180  180  20 L 180  180  19 L 200  200  16 L 180  180  17 L 180  180  15 L 160  160  17 L 160  160  15 L 180  180  13 L 150  150  15 L 150  150  14 L 150  150  12 L 120  120  15 L 120  120  13 L 150  150  10 L 140  140  10 L 120  120  11 L 100  100  12

26 22 19 20

76.6 65.6 57.1 53.7

19 16 17 15

L 110  110  10 L 100  100  10 L 90  90  9 L 90  90  8 L 90  90  7

Axis 1-1 and Axis 2-2 I

2

S 4

r 3

Axis 3-3 c

Imin 4

rmin

cm

cm

cm

cm

cm

cm

97.59 83.51 72.74 68.35

3560 3094 2726 2043

252.7 217.3 189.9 159.4

6.04 6.09 6.12 5.47

5.91 5.76 5.64 5.18

1476 1273 1117 841.3

3.89 3.9 3.92 3.51

51.1 48.5 46 40.9

65.14 61.79 58.66 52.1

1955 2341 1775 1589

152.1 161.7 137.2 122

5.48 6.16 5.5 5.52

5.14 5.52 5.06 4.98

803.8 957.1 727.8 650.5

3.51 3.94 3.52 3.53

17 15 13 15

40.7 36.2 35.7 33.8

51.82 46.06 45.46 43.02

1225 1099 1396 898.1

107.2 95.47 106.5 83.52

4.86 4.88 5.54 4.57

4.57 4.49 4.9 4.25

504.1 450.8 571.6 368.9

3.12 3.13 3.55 2.93

14 12 15 13

31.6 27.3 26.6 23.3

40.31 34.83 33.93 29.69

845.4 736.9 444.9 394

78.33 67.75 52.43 46.01

4.58 4.6 3.62 3.64

4.21 4.12 3.51 3.44

346.8 302 184.1 162.2

2.93 2.94 2.33 2.34

10 10 11 12

23 21.4 19.9 17.8

29.27 27.24 25.37 22.71

624 504.4 340.6 206.7

56.91 49.43 39.41 29.12

4.62 4.3 3.66 3.02

4.03 3.79 3.36 2.9

256 206.8 139.7 85.42

2.96 2.76 2.35 1.94

10 10 9 8 7

16.6 15 12.2 10.9 9.6

21.18 19.15 15.52 13.89 12.24

238 176.7 115.8 104.4 92.5

29.99 24.62 17.93 16.05 14.13

3.35 3.04 2.73 2.74 2.75

3.06 2.82 2.54 2.5 2.45

97.72 72.64 47.63 42.87 38.02

2.15 1.95 1.75 1.76 1.76

Notes: 1. Axes 1-1 and 2-2 are centroidal axes parallel to the legs. 2. The distance c is measured from the centroid to the back of the legs. 3. For axes 1-1 and 2-2, the tabulated value of S is the smaller of the two section moduli for those axes. 4. Axes 3-3 and 4-4 are principal centroidal axes. 5. The moment of inertia for axis 3-3, which is the smaller of the two principal moments of inertia, can be found from the 2 equation I33  Ar min . 6. The moment of inertia for axis 4-4, which is the larger of the two principal moments of inertia, can be found from the equation I44  I33  I11  I22.

© 2012 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.

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APPENDIX E Properties of Structural-Steel Shapes

2 3

c 4

1

d 4

1

a 3 2

TABLE E-5

PROPERTIES OF EUROPEAN UNEQUAL ANGLES

Designation

Thickness

Mass per meter

Area of Section

G

A

Axis 1-1 I

2

S 4

mm

kg/m

cm

cm

L 200  100  14 L 150  100  14 L 200  100  12 L 200  100  10

14 14 12 10

31.6 26.1 25.1 23

40.28 33.22 34.8 29.24

L 150  100  12 L 160  80  12 L 150  90  11 L 150  100  10

12 12 11 10

22.6 21.6 19.9 19

28.74 27.54 25.34 24.18

649.6 719.5 580.7 551.7

L 150  90  10 L 160  80  10 L 120  80  12 L 120  80  10

10 10 12 10

18.2 18.2 17.8 15

23.15 23.18 22.69 19.13

L 130  65  10 L 120  80  8 L 130  65  8

10 8 8

14.6 12.2 11.8

18.63 15.49 15.09

r 3

cm

Axis 2-2 d

I

S 4

r 3

Axis 3-3 c

Imin 4

rmin

Angle a tan a

cm

cm

cm

cm

cm

cm

cm

6.41 4.73 6.43 6.46

7.12 4.97 7.03 6.93

282.2 264.2 247.2 210.3

36.08 35.21 31.28 26.33

2.65 2.82 2.67 2.68

2.18 2.5 2.1 2.01

181.7 153 158.5 134.5

2.12 2.15 2.13 2.14

0.261 0.434 0.263 0.265

64.23 69.98 58.3 54.08

4.75 5.11 4.79 4.78

4.89 5.72 5.04 4.8

231.9 122 158.7 197.8

30.58 19.59 22.91 25.8

2.84 2.1 2.5 2.86

2.42 1.77 2.08 2.34

133.5 78.77 95.71 113.5

2.16 1.69 1.94 2.17

0.436 0.260 0.360 0.439

533.1 611.3 322.8 275.5

53.29 58.94 40.37 34.1

4.8 5.14 3.77 3.8

5 5.63 4 3.92

146.1 104.4 114.3 98.11

20.98 16.55 19.14 16.21

2.51 2.12 2.24 2.26

2.04 1.69 2.03 1.95

87.93 67.01 66.46 56.6

1.95 1.7 1.71 1.72

0.361 0.262 0.432 0.435

320.5 225.7 262.5

38.39 27.63 31.1

4.15 3.82 4.17

4.65 3.83 4.56

54.2 10.73 80.76 13.17 44.77 8.72

1.71 2.28 1.72

1.45 1.87 1.37

35.02 1.37 46.39 1.73 28.72 1.38

0.259 0.438 0.262

1654 128.4 743.5 74.12 1440 111 1219 93.24

cm

Notes: 1. Axes 1-1 and 2-2 are centroidal axes parallel to the legs. 2. The distances c is measured from the centroid to the backs of the legs. 3. For axes 1-1 and 2-2, the tabulated value of S is the smaller of the two section moduli for those axes. 4. Axes 3-3 and 4-4 are principal centroidal axes. 5. The moment of inertia for axis 3-3, which is the smaller of the two principal moments of inertia, can be found from the 2 equation I33  Ar min . 6. The moment of inertia for axis 4-4, which is the larger of the two principal moments of inertia, can be found from the equation I44  I33  I11  I22.

© 2012 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.