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
© 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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E3
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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E5
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.