Worldwide H BEAMS : DIMENSIONS AND PROPERTIES

Introduction of the H beams used for different countries, list of the sizes

UNIVERSAL BEAMS(UB)

UNIVERSAL BEAMS(UB) : DIMENSIONS AND PROPERTIESTO BS 4 : PART1 : 1993
Designation Mass per Metre Depth of Section h Width of Section b Thickness Web s Thickness Flange t Root Radius r Depth between fillets d Ratios for Local Buckling kg/m
kg/m mm mm mm mm mm mm Flange b/2t Web d/s
1016x305x487 487.0 1036.1 308.5 30.0 54.1 30.0 867.8 2.85 29.0
1016x305x438 438.0 1025.9 305.4 26.9 49.0 30.0 868.0 3.12 32.3
1016x305x393 393.0 1016.0 303.0 24.4 43.9 30.0 868.2 3.45 35.7
1016x305x349 349.0 1008.1 302.0 21.1 40.0 30.0 868.0 3.78 41.2
1016x305x314 314.0 1000.0 300.0 19.1 35.9 30.0 868.2 4.18 45.6
1016x305x272 272.0 990.1 300.0 16.5 31.0 30.0 868.0 4.84 52.7
1016x305x249 249.0 980.2 300.0 16.5 26.0 30.0 868.0 5.77 52.7
1016x305x222 222.0 970.3 300.0 16.0 21.1 30.0 867.8 7.11 54.4
914x419x388 388.0 921.0 420.5 21.4 36.6 24.1 799.6 5.74 37.4
914x419x343 343.3 911.8 418.5 19.4 32.0 24.1 799.6 6.54 41.2
914x305x289 289.1 926.6 307.7 19.5 32.0 19.1 824.4 4.81 42.3
914x305x253 253.4 918.4 305.5 17.3 27.9 19.1 824.4 5.47 47.7
914x305x224 224.2 910.4 304.1 15.9 23.9 19.1 824.4 6.36 51.8
914x305x201 200.9 903.0 303.3 15.1 20.2 19.1 824.4 7.51 54.6
838x292x226 226.5 850.9 293.8 16.1 26.8 17.8 761.7 5.48 47.3
838x292x194 193.8 840.7 292.4 14.7 21.7 17.8 761.7 6.74 51.8
838x292x176 175.9 834.9 291.7 14.0 18.8 17.8 761.7 7.76 54.4
762x267x197 196.8 769.8 268.0 15.6 25.4 16.5 686.0 5.28 44.0
762x267x173 173.0 762.2 266.7 14.3 21.6 16.5 686.0 6.17 48.0
762x267x147 146.9 754.0 265.2 12.8 17.5 16.5 686.0 7.58 53.6
762x267x134 133.9 754.0 264.4 12.0 15.5 16.5 686.0 8.53 57.2
686x254x170 170.2 692.9 255.8 14.5 23.7 15.2 615.1 5.40 42.4
686x254x152 152.4 687.5 254.5 13.2 21.0 15.2 615.1 6.06 46.6
686x254x140 140.1 683.5 253.7 12.4 19.0 15.2 615.1 6.68 49.6
686x254x125 125.2 677.9 253.0 11.7 16.2 15.2 615.1 7.81 52.6
610x305x238 238.1 635.8 311.4 18.4 31.4 16.5 540.0 4.96 29.3
610x305x179 179.0 620.2 307.1 14.1 23.6 16.5 540.0 6.51 38.3
610x305x149 149.1 612.4 304.8 11.8 19.7 16.5 540.0 7.74 45.8
UNIVERSAL BEAMS: DIMENSIONS AND PROPERTIES TO BS 4 : PART 1 : 1993
Designation Mass per Metre Depth of Section
h
Width of Section
b
Thickness Web
s
Thickness Flange
t
Root Radius
r
Depth between fillets
d
Ratios for Local Buckling
kg/m
kg/m mm mm mm mm mm mm Flange b/2t Web d/s
610x229x140 139.9 617.2 230.2 13.1 22.1 12.7 547.6 5.21 41.8
610x229x125 125.1 612.2 229.0 11.9 19.6 12.7 547.6 5.84 46.0
610x229x113 113.0 607.6 228.2 11.1 17.3 12.7 547.6 6.60 49.3
610x229x101 101.2 602.6 227.6 10.5 14.8 12.7 547.6 7.69 52.2
533x210x122 122.0 544.5 211.9 12.7 1.3 12.7 476.5 4.97 37.5
533x210x109 109.0 539.5 210.8 11.6 18.8 12.7 476.5 5.61 41.1
533x210x101 101.0 536.7 210.0 10.8 17.4 12.7 476.5 6.03 44.1
533x210x92 92.1 533.1 209.3 10.1 15.6 12.7 476.5 6.71 47.2
533x210x82 82.2 528.3 208.8 9.6 13.2 12.7 476.5 7.91 49.6
457x191x98 98.3 467.2 192.8 11.4 19.6 10.2 407.6 4.92 35.8
457x191x89 89.3 463.2 191.9 10.5 17.7 10.2 407.6 5.42 38.8
457x191x82 82.0 460.0 191.3 9.9 16.0 10.2 407.6 5.98 41.2
457x191x74 74.3 457.0 190.4 9.0 14.5 10.2 407.6 6.57 45.3
457x191x67 67.1 453.4 189.9 8.5 12.7 10.2 407.6 7.48 48.0
457x152x82 82.1 465.8 155.3 10.5 18.9 10.2 407.6 4.11 38.8
457x152x74 74.2 462.0 154.4 9.6 17.0 10.2 407.6 4.54 42.5
457x152x67 67.2 458.0 153.8 9.0 15.0 10.2 407.6 5.13 45.3
457x152x82 59.8 454.6 152.9 8.1 13.3 10.2 407.6 5.75 50.3
457x152x52 52.3 449.8 152.4 7.6 10.9 10.2 407.6 6.99 53.6
406x178x74 74.2 412.8 179.5 9.5 16.0 10.2 360.4 5.61 37.9
406x178x67 67.1 409.4 178.8 8.8 14.3 10.2 360.4 6.25 41.0
406x178x60 60.1 406.4 177.9 7.9 12.8 10.2 360.4 6.95 45.6
406x178x54 54.1 402.6 177.7 7.7 10.9 10.2 360.4 8.15 46.8
406x140x46 46.0 403.2 142.2 6.8 11.2 10.2 360.4 6.35 53.0
406x140x39 39.0 398.0 141.8 6.4 8.6 10.2 360.4 8.24 56.3
356x171x67 67.1 363.4 173.2 9.1 15.7 10.2 311.6 5.52 34.2
356x171x57 57.0 358.0 172.2 8.1 13.0 10.2 311.6 6.62 38.5
356x171x51 51.0 355.0 171.5 7.4 11.5 10.2 311.6 7.46 42.1
356x171x45 45.0 351.4 171.1 7.0 9.7 10.2 311.6 8.82 44.5
UNIVERSAL BEAMS: DIMENSIONS AND PROPERTIES TO BS 4 : PART 1 : 1993
Designation Mass per Metre Depth of Section
h
Width of Section
b
Thickness Web
s
Thickness Flange
t
Root Radius
r
Depth between fillets
d
Ratios for Local Buckling
kg/m
kg/m mm mm mm mm mm mm Flange b/2t Web d/s
356 x 127 x 39 39.1 353.4 126.0 6.6 10.7 10.2 311.6 5.89 47.2
356 x 127 x 33 33.1 349.0 125.4 6.0 8.5 10.2 311.6 7.38 51.9
305 x 165 x 54 54.0 310.4 166.9 7.9 13.7 8.9 265.2 6.09 33.6
305 x 165 x 46 46.1 306.6 165.7 6.7 11.8 8.9 265.2 7.02 39.6
305 x 165 x 40 40.3 303.4 165.0 6.0 10.2 8.9 265.2 8.09 44.2
305 x 127 x 48 48.1 311.0 125.3 9.0 14.0 8.9 265.2 4.47 29.5
305 x 127 x 42 41.9 307.2 124.3 8.0 12.1 8.9 265.2 5.14 33.2
305 x 127 x 37 37.0 304.4 123.3 7.1 10.7 8.9 265.2 5.77 37.4
305 x 102 x 33 32.8 312.7 102.4 6.6 10.8 7.6 275.9 4.74 41.8
305 x 102 x 28 28.2 308.7 101.8 6.0 8.8 7.6 275.9 5.78 46.0
305 x 102 x 25 24.8 305.1 101.6 5.8 7.0 7.6 275.9 7.26 47.6
254 x 146 x 43 43.0 259.6 147.3 7.2 12.7 7.6 219.0 5.80 30.4
254 x 146 x 37 37.0 256.0 146.4 6.3 10.9 7.6 219.0 6.72 34.8
254 x 146 x 31 31.1 251.4 146.1 6.0 8.6 7.6 219.0 8.49 36.5
254 x 102 x 28 28.3 260.4 102.2 6.3 10.0 7.6 225.2 5.11 35.7
254 x 102 x 25 25.2 257.2 101.9 6.0 8.4 7.6 225.2 6.07 37.5
254 x 102 x 22 22.0 254.0 101.6 5.7 6.8 7.6 225.2 7.47 39.5
203 x 133 x 30 30.0 206.8 133.9 6.4 9.6 7.6 172.4 6.97 26.9
203 x 133 x 25 25.1 203.2 133.2 5.7 7.8 7.6 172.4 8.54 30.2
203 x 102 x 23 23.1 203.2 101.8 5.4 9.3 7.6 169.4 5.47 31.4
178 x 102 x 19 19.0 177.8 101.2 4.8 7.9 7.6 146.8 6.41 30.6
152 x 89 x 16 16.0 152.4 88.7 4.5 7.7 7.6 121.8 5.76 27.1
127 x 76 x 13 13.0 127.0 76.0 4.0 7.6 7.6 96.6 5.00 24.1
UNIVERSAL COLUMNS (UC) DIMENSIONS AND PROPERTIES TO BS 4: PART 1: 1993
Designation Mass per Metre Depth of Section
h
Width of Section
b
Thickness Web
s
Thickness Flange
t
Root Radius
r
Depth between fillets
d
Ratios for Local Buckling
kg/m mm mm mm mm mm mm Flange b/2t Web d/s
356 x 406 x 634 633.9 474.6 424.0 47.6 77.0 15.2 290.2 2.75 6.10
356 x 406 x 551 551.0 455.6 418.5 42.1 67.5 15.2 290.2 3.10 6.89
356 x 406 x 467 467.0 436.6 412.2 35.8 58.0 15.2 290.2 3.55 8.11
356 x 406 x 393 393.0 419.0 407.0 30.6 49.2 15.2 290.2 4.14 9.48
356 x 406 x 340 339.9 406.4 403.0 26.6 42.9 15.2 290.2 4.70 10.9
356 x 406 x 287 287.1 393.6 399.0 22.6 36.5 15.2 290.2 5.47 12.8
356 x 406 x 235 235.1 381.0 394.8 18.4 30.2 15.2 290.2 6.54 15.8
356 x 368 x 202 201.9 374.6 374.7 16.5 27.0 15.2 290.2 6.94 17.6
356 x 368 x 177 177.0 368.2 372.6 14.4 23.8 15.2 290.2 7.83 20.2
356 x 368 x 153 152.9 362.0 370.5 12.3 20.7 15.2 290.2 8.95 23.6
356 x 368 x 129 129.0 355.6 368.6 10.4 17.5 15.2 290.2 10.5 27.9
305 x 305 x 283 282.9 365.3 322.2 26.8 44.1 15.2 246.7 3.65 9.21
305 x 305 x 240 240.0 352.5 318.4 23.0 37.7 15.2 246.7 4.22 10.7
305 x 305 x 198 198.1 339.9 314.5 19.1 31.4 15.2 246.7 5.01 12.9
305 x 305 x 158 158.1 327.1 311.2 15.8 25.0 15.2 246.7 6.22 15.6
305 x 305 x 137 136.9 320.5 309.2 13.8 21.7 15.2 246.7 7.12 17.9
305 x 305 x 118 117.9 314.5 307.4 12.0 18.7 15.2 246.7 8.22 20.6
305 x 305 x 97 96.9 307.9 305.3 9.9 15.4 15.2 246.7 9.91 24.9
254 x 254 x 167 167.1 289.1 265.2 19.2 31.7 12.7 200.3 4.18 10.4
254 x 254 x 132 132.0 276.3 261.3 15.3 25.3 12.7 200.3 5.16 13.1
254 x 254 x 107 107.1 266.7 258.8 12.8 20.5 12.7 200.3 6.31 15.6
254 x 254 x 89 88.9 260.3 256.3 10.3 17.3 12.7 200.3 7.41 19.4
254 x 254 x 73 73.1 254.1 254.6 8.6 14.2 12.7 200.3 8.96 23.3
203 x 203 x 86 86.1 222.2 209.1 12.7 20.5 10.2 160.8 5.10 12.7
203 x 203 x 71 71.0 215.8 206.4 10.0 17.3 10.2 160.8 5.97 16.1
203 x 203 x 60 60.0 209.6 205.8 9.4 14.2 10.2 160.8 7.25 17.1
203 x 203 x 52 52.0 206.2 204.3 7.9 12.5 10.2 160.8 8.17 20.4
203 x 203 x 46 46.1 203.2 203.6 7.2 11.0 10.2 160.8 9.25 22.3
152 x 152 x 37 37.0 161.8 154.4 8.0 11.5 7.6 123.6 6.71 15.4
152 x 152 x 30 30.0 157.6 152.9 6.5 9.4 7.6 123.6 8.13 19.0
152 x 152 x 23 23.0 152.4 152.2 5.8 6.8 7.6 123.6 11.2 21.3
UNIVERSAL BEARING PILES : DIMENSION AND PROPERTIES TO BS 4: PART 1: 1993
Designation Mass per Metre Depth of Section
h
Width of Section
b
Thickness Web
s
Thickness Flange
t
Root Radius
r
Depth between fillets
d
Ratios for Local Buckling
kg/m mm mm mm mm mm mm Flange b/2t Web d/s
356 x 368 x 174 173.9 361.4 378.5 20.3 20.4 15.2 290.2 9.28 14.3
356 x 368 x 152 152.0 356.4 376.0 17.8 17.9 15.2 290.2 10.5 16.3
356 x 368 x 133 133.0 352.0 373.8 15.6 15.7 15.2 290.2 11.9 18.6
356 x 368 x 109 108.9 346.4 371.0 12.8 12.9 15.2 290.2 14.4 22.7
305 x 305 x 223 222.9 337.9 325.7 30.3 30.4 15.2 246.7 5.36 8.14
305 x 305 x 186 186.0 328.3 320.9 25.5 25.6 15.2 246.7 6.27 9.67
305 x 305 x 149 149.1 318.5 316.0 20.6 20.7 15.2 246.7 7.63 12.0
305 x 305 x 126 126.1 312.3 312.9 17.5 17.6 15.2 246.7 8.89 14.1
305 x 305 x 110 110.0 307.9 310.7 15.3 15.4 15.2 246.7 10.1 16.1
305 x 305 x 95 94.9 303.7 308.7 13.3 13.3 15.2 246.7 11.6 18.5
305 x 305 x 88 88.0 301.7 307.8 12.4 12.3 15.2 246.7 12.5 19.9
305 x 305 x 79 78.9 299.3 306.4 11.0 11.1 15.2 246.7 13.8 22.4
254 x 254 x 85 85.1 254.3 260.4 14.4 14.3 12.7 200.3 9.10 13.9
254 x 254 x 71 71.0 249.7 258.0 12.0 12.0 12.7 200.3 10.8 16.7
254 x 254 x 63 63.0 247.1 256.6 10.6 10.7 12.7 200.3 12.0 18.9
203 x 203 x 54 53.9 204.0 207.7 11.3 11.4 10.2 160.8 9.11 14.2
203 x 203 x 45 44.9 200.2 205.9 9.5 9.5 10.2 160.8 10.8 16.9

 

UNIVERSAL BEARING PILES : DIMENSION AND PROPERTIES TO BS 4: PART 1: 1993
Designation Mass per Metre Depth of Section
h
Width of Section
b
Thickness Web
s
Thickness Flange
t
Root Radius
r
Depth between fillets
d
Ratios for Local Buckling
kg/m mm mm mm mm mm mm Flange b/2t Web d/s
356 x 368 x 174 173.9 361.4 378.5 20.3 20.4 15.2 290.2 9.28 14.3
356 x 368 x 152 152.0 356.4 376.0 17.8 17.9 15.2 290.2 10.5 16.3
356 x 368 x 133 133.0 352.0 373.8 15.6 15.7 15.2 290.2 11.9 18.6
356 x 368 x 109 108.9 346.4 371.0 12.8 12.9 15.2 290.2 14.4 22.7
305 x 305 x 223 222.9 337.9 325.7 30.3 30.4 15.2 246.7 5.36 8.14
305 x 305 x 186 186.0 328.3 320.9 25.5 25.6 15.2 246.7 6.27 9.67
305 x 305 x 149 149.1 318.5 316.0 20.6 20.7 15.2 246.7 7.63 12.0
305 x 305 x 126 126.1 312.3 312.9 17.5 17.6 15.2 246.7 8.89 14.1
305 x 305 x 110 110.0 307.9 310.7 15.3 15.4 15.2 246.7 10.1 16.1
305 x 305 x 95 94.9 303.7 308.7 13.3 13.3 15.2 246.7 11.6 18.5
305 x 305 x 88 88.0 301.7 307.8 12.4 12.3 15.2 246.7 12.5 19.9
305 x 305 x 79 78.9 299.3 306.4 11.0 11.1 15.2 246.7 13.8 22.4
254 x 254 x 85 85.1 254.3 260.4 14.4 14.3 12.7 200.3 9.10 13.9
254 x 254 x 71 71.0 249.7 258.0 12.0 12.0 12.7 200.3 10.8 16.7
254 x 254 x 63 63.0 247.1 256.6 10.6 10.7 12.7 200.3 12.0 18.9
203 x 203 x 54 53.9 204.0 207.7 11.3 11.4 10.2 160.8 9.11 14.2
203 x 203 x 45 44.9 200.2 205.9 9.5 9.5 10.2 160.8 10.8 16.9

 

EUROPEAN FLANGE BEAMS (HE SECTION)TO BS4 : PART 1
EUROPEAN SPECIFICATION BEAMS WITH PARALLEL FLANGES IN ACCORDANCE WITH EURONORM 53-62
Designation Weight per Metre

G

Depth of Section

h

Width of Section

b

Thickness of Web

tw

Thickness of Flage

tf

Radius of the Root Fillet

r

Area of Section

A

Inner Depth between Flanges

hi

Depth of Straight Portion of Web
kg/m mm mm mm mm mm cm2 mm mm
HE 100 AA
12.2 91 100 4.2 5.5 12 15.6 80 56
HE 100 A
16.7 96 100 5.0 8.0 12 21.2 80 56
HE 100 B
20.4 100 100 6.0  10.0 12 26.0 80 56
HE 120 AA
14.6 109 120 4.2 5.5 12  18.6 98 74
HE 120 A
19.9 114 120 5.0 8.0 12 25.3 98 74
HE 120 B
26.7 120 120 6.5 11.0 12 34.0 98 74
HE 140 AA
18.1 128 140 4.3 6.0 12 23.0 116 92
HE 140 A
24.7 133 140 5.5  8.5 12 31.4 116 92
HE 140 B
33.7 140 140 7.0 12.0 12 43.0 116 92
HE 160 AA
23.8 148 160 4.5 7.0 15 30.4 134 104
HE 160 A
30.4 152 160 6.0  9.0 15 38.8 134 104
HE 160 B
42.6 160 160 8.0 13.0 15 54.3 134 104
HE 160 M
76.2 180 166 14.0 23.0 15 97.1 134 104
HE 180 AA
28.7 167 180 5.0 7.5 15 36.5 152 122
HE 180 A
35.5 171 180 6.0 9.5 15 45.3 152 122
HE 180 B
51.2 180 180 8.5 14.0 15 65.3 152 122
HE 180 M
88.9 200 186 14.5 24.0 15 113 152 122
HE 200 AA
34.6 186 200 5.5 8.0 18 44.1 170 134
HE 200 A
42.3 190 200 6.5 10.0 18 53.8 170 134
HE 200 B
61.3 200 200 9.0 15.0 18 78.1 170 134
HE 200 M
103 220 206 15.0 25.0 18 131 170 134
HE 220 AA
40.4 205 220 6.0 8.5 18 51.5 188 152
HE 220 A
50.5 210 220 7.0 11.0 18 64.3 188 152
HE 220 B
71.5 220 220 9.5 16.0 18 91.0 188 152
HE 220 M
117 240 226 15.5 26.0 18 149 188 152
HE 240 AA
47.4 224 240 6.5 9.0 21  60.4 206 164
HE 240 A
60.3 230 240 7.5 12.0 21 76.8 206 164
HE 240 B
83.2 240 240 10.0 17.0 21 106 206 164
HE 240 M
157 270 248 18.0 32.0 21 200 206 164
HE 260 AA
54.1 431.8 260 6.5 9.5 24 69.0 225 177
HE 260 A
68.2 431.8 260 7.5 12.5 24 86.8 225 177
HE 260 B
93.0 431.8 260 10.0 17.5 24 118 225 177
HE 260 M
172 431.8 268 18.0 32.5 24 220 225 177
EUROPEAN SPECIFICATION BEAMS WITH PARALLEL FLANGES IN ACCORDANCE WITH EURONORM 53-62
Designation Weight per Metre

G

Depth of Section

h

Width of Section

b

Thickness of Web

tw

Thickness of Flage

tf

Radius of the Root Fillet

r

Area of Section

A

Inner Depth between Flanges

hi

Depth of Straight Portion of Web
kg/m mm mm mm mm mm cm2 mm mm
HE 280 AA
61.2 264 280 7.0  10.0 24 78 244 196
HE 280 A
76.4 270 280 8.0 13.0 24 97.3 244 196
HE 280 B
103 280 280 10.5 18.0 24 131 244 196
HE 280 M
189 310 288 18.5 33.0 24 240 244 196
HE 300 AA
69.8 283 300 7.5 10.5 27  88.9 262 208
HE 300 A
88.3 290 300 8.5  14.0 27 113 262 208
HE 300 B
117 300 300 11.0 19.0 27 149 262 208
HE 300 C
177 320 305 16.0 29.0 27 225 262 208
HE 300 M
238 340 310 21.0 39.0 27 303 262 208
HE 320 AA
74.2 301 300 8.5  11.0 27  94.6 279 225
HE 320 A
97.6 310 300 9.5 15.5 27 124 279 225
HE 320 B
127 320 300 12.0  20.5 27 161 279 225
HE 320 M
245 359 309 21.0 40.0 27 312 279 225
HE 340 AA
78.9 320 300  8.5 11.5 27 101 297 243
HE 340 A
105 330 300  9.5 16.5 27 133 297 243
HE 340 B
134 340 300 12.0 21.5 27 171 297 243
HE 340 M
248 377 309 21.0 40.0 27 316 297 243
HE 360 AA
83.7 339 300  9.0 12.0 27 107 315 261
HE 360 A
112 350 300 10.0 17.5 27 143 315 261
HE 360 B
142 360 300 12.5 22.5 27 181 315 261
HE 360 M
250 395 308 21.0 40.0 27 319 315 261
HE 400 AA
92.4 378 300  9.5 13.0 27 118 352 298
HE 400 x 10
107 384 297 10.0  16.0 27 136 352 298
HE 400 A
125 390 300 11.0 19.0 27 159 352 298
HE 400 B
155 400 300 13.5 24.0 27 198 352 298
HE 400 M
256 432 307 21.0 40.0 27 326 352 298
HE 450 AA
100 425 300 10.0 13.5 27 127 398 344
HE 450 x 123
123 435 300 10.2 18.5 27 158 398 344
HE 450 A
140 440 300 11.5 21.0 27 178 398 344
HE 450 B
171 450 300 14.0 26.0 27 218 398 344
HE 450 M
263 478 307 21.0 40.0 27 335 398 344
HE 500 AA
107 472 300 10.5 14.0 27 137 444 390
HE 500 A
155 490 300 12.0  23.0 27 198 444 390
HE 500 B
187 500 300 14.5  28.0 27 239 444 390
HE 500 M
270 524 306 21.0 40.0 27 344 444 390
EUROPEAN SPECIFICATION BEAMS WITH PARALLEL FLANGES IN ACCORDANCE WITH EURONORM 53-62
Designation Weight per Metre

G

Depth of Section

h

Width of Section

b

Thickness of Web

tw

Thickness of Flage

tf

Radius of the Root Fillet

r

Area of Section

A

Inner Depth between Flanges

hi

Depth of Straight Portion of Web
kg/m mm mm mm mm mm cm2 mm mm
HE 550 AA
120 522 300 11.5  15.0 27 153 492 438
HE 550 A
166 540 300 12.5 24.0 27 212 492 438
HE 550 B
199 550 300 15.0 29.0 27 254 492 438
HE 550 M
278 572 306 21.0 40.0 27 354 492 438
HE 600 AA
129 571 300  12.0 15.5 27 164 540 486
HE 600 x 137
137 575 300 11.8 17.5 27 175 540 486
HE 600 x 151
151 582 300 11.6 20.6 27 193 540 486
HE 600 x 174
174 588 300 13.6 23.9 27 223 540 486
HE 600 A
178 590 300 13.0 25.0 27 226 540 486
HE 600 B
212 600 300 15.5 30.0 27 270 540 486
HE 600 M
285 620 305 21.0 40.0 27 364 540 486
HE 650 AA
138 620 300  12.5 16.0 27 176 588 534
HE 650 A
190 640 300 13.5 26.0 27 242 588 534
HE 650 B
225 650 300 16.0 31.0 27 286 588 534
HE 650 M
293 668 305 21.0 40.0 27 374 588 534
HE 700 AA
150 670 300 13.0  17.0 27 191 636 582
HE 700 x 166
166 678 300 12.5 21.0 27 212 636 582
HE 700 A
204 690 300  14.5 27.0 27 260 636 582
HE 700 B
241 700 300 17.0 32.0 27 306 636 582
HE 700 M
301 716 304 21.0 40.0 27 383 636 582
HE 800 AA
172 770 300 14.0 18.0 30 218 734 674
HE 800 A
224 790 300 15.0 28.0 30 286 734 674
HE 800 B
262 800 300 17.5 33.0 30 334 734 674
HE 800 M
317 814 303 21.0 40.0 30 404 734 674
HE 900 AA
198 870 300 15.0 20.0 30 252 830 770
HE 900 A
252 890 300 16.0 30.0 30 321 830 770
HE 900 B
291 900 300 18.5 35.0 30 371 830 770
HE 900 M
333 910 302 21.0 40.0 30 424 830 770
HE 1000 AA
222 970 300 16.0 21.0 30 282 928 868
HE 1000 A
272 990 300 16.5 31.0 30 347 928 868
HE 1000 B
314 1000 300 19.0 36.0 30 400 928 868
HE 1000 M
349 1008 302  21.0 40.0 30 444 928 868
EUROPEAN I BEAMS (IPE SECTION)
EUROPEAN SPECIFICATION BEAMS WITH PARALLEL FLANGES IN ACCORDANCE WITH EURONORM 19-57
Designation G h b tw tf r A hi d
kg/m mm mm mm mm mm cm2 mm mm
IPE 100 A
 6.89 98 55 3.6 4.7 7 8.78 88.6 74.6
IPE 100
8.10 100 55 4.1 5.7 7 10.3 88.6  74.6
IPE 120 A
8.66 118 64 3.8 5.1 7 11.0 107.4 93.4
IPE 120
10.4 120 64 4.4 6.3 7 13.2 107.4 93.4
IPE 140 A
10.5 138 73 3.8 5.6 7 13.4 126.2 112.2
IPE 140
12.9 140 73 4.7 6.9 7 16.4 126.2 112.2
IPE 140 R
 14.4 142 72 5.3 7.8 7  18.4 126.4 112.4
IPE 160 A
12.7 157 82 4.0 5.9 9 16.2 145.2 127.2
IPE 160
15.8 160 82  5.0 7.4 9  20.1 145.2 127.2
IPE 160 R
17.7 162 81 5.6 8.5 9 22.6 145.0 127.0
IPE 180 A
15.4 177 91  4.3 6.5 9 19.6 164.0 146.0
IPE 180
18.8 180 91 5.3 8.0 9 23.9 164.0 146.0
IPE 180 O
21.3 182 92 6.0  9.0 9 27.1 164.0 146.0
IPE 180 R
22.1 183 89 6.4 9.5 9 28.1 164.0 146.0
IPE 200 A
18.4 197 100 4.5 7.0 12 23.5 183.0 159.0
IPE 200
22.4 200 100  5.6 8.5 12 28.5 183.0 159.0
IPE 200 O
25.1 202 102 6.2 9.5 12 32.0 183.0 159.0
IPE 200 R
26.6 204 98 6.6 10.5 12 33.9 183.0 159.0
IPE 220 A
22.2 217 110 5.0 7.7 12 28.3 201.6 177.6
IPE 220
26.2 220 110 5.9 9.2 12 33.4 201.6 177.6
IPE 220 O
29.4 222 112 6.6 10.2 12 37.4 201.6 177.6
IPE 220 R
31.6 225 108 6.7 11.8 12 40.2 201.4 177.4
IPE 240 A
26.2 237 120 5.2 8.3 15 33.3 220.4 190.4
IPE 240
30.7 240 120 6.2 9.8 15 39.1 220.4 190.4
IPE 240 O
34.3 242 122 7.0  10.8 15  43.7 220.4 190.4
IPE 240 R
 37.3 245 118 7.5 12.3 15 47.5 220.4 190.4
EUROPEAN SPECIFICATION BEAMS WITH PARALLEL FLANGES IN ACCORDANCE WITH EURONORM 19-57
Designation G h b tw tf r A hi d
kg/m mm mm mm mm mm cm2 mm mm
IPE 270 A
 30.7 267 135  5.5 8.7 15 39.1  249.6  219.6
IPE 270
 36.1 270 135 6.6 10.2 15 45.9  249.6  219.6
IPE 270 O
 42.3 274 136 7.5 12.2 15  53.8  249.6  219.6
IPE 270 R
44.0 276 133 7.7 13.1 15 56.0  249.8  219.8
IPE 300 A
36.5 297 150 6.1 9.2 15 46.5 278.6 248.6
IPE 300
 42.2 300 150 7.1 10.7 15 53.8 278.6 248.6
IPE 300 O
49.3 304 152 8.0  12.7 15 62.8 278.6 248.6
IPE 300 R
51.7 306 147 8.5  13.7 15  65.9 278.6 248.6
IPE 330 A
43.0 327 160 6.5  10.0 18 54.7  307.0 271.0
IPE 330
 49.1 330 160 7.5  11.5 18 62.6  307.0 271.0
IPE 330 O
57.0 334 162 8.5  13.5 18 72.6  307.0 271.0
IPE 330 R
60.3 336 158 9.2 14.5 18 76.8  307.0 271.0
IPE 360 A
50.2 357.6 170  6.6 11.5 18 64.0  334.6 298.6
IPE 360
 57.1 360 170 8.0 12.7 18  72.7  334.6 298.6
IPE 360 O
66.0 364 172 9.2 14.7 18 84.1  334.6 298.6
IPE 360 R
  70.3 366 158 9.9 16.0 18  89.6  334.6 298.6
IPE 400 A
 57.4 397 180 7.0 12.0 21 73.1  373.0 331.0
IPE 400
66.3 400 180 8.6  13.5 21 84.5  373.0 331.0
IPE 400 O
 75.7 404 182 9.7 15.5 21 96.4  373.0 331.0
IPE 400 R
81.5 407 178 10.6 17.0 21 104  373.0 331.0
IPE 400 V
 84.0 408 182 10.6 17.5 21 107  373.0 331.0
IPE 450 A
67.2 447 190  7.6 13.1 21 85.5  420.8 378.8
IPE 450
77.6 450 190 9.4  14.6 21 98.8  420.8 378.8
IPE 450 O
92.4 456 192 11.0 17.6 21 118  420.8 378.8
IPE 450 R
95.2 458 188 11.3 18.6 21 121  420.8 378.8
IPE 450 V
104 460 194 12.4 19.6 21 132  420.8 378.8
EUROPEAN SPECIFICATION BEAMS WITH PARALLEL FLANGES IN ACCORDANCE WITH EURONORM 19-57
Designation G h b tw tf r A hi d
kg/m mm mm mm mm mm cm2 mm mm
IPE 500 A
79.4 497 200 8.4 14.5 21 101 468.0 426.0
IPE 500
 90.7 500 200 10.2 16.0 21 116 468.0  426.0
IPE 500 O
107 506 202 12.0 19.0 21 137 468.0 426.0
IPE 500 R
111 508 198 12.6 20.0 21 142 468.0 426.0
IPE 500 V
129 514 204 14.2 23.0 21 164 468.0 426.0
IPE 550 A
92.1 547 210 9.0 15.7 24 117 515.6 467.6
IPE 550
105 550 210 11.1  17.2 24 134 515.6 467.6
IPE 550 O
123 556 212 12.7  20.2 24 156 515.6 467.6
IPE 550 R
134 560 210 14.0 22.2 24 170 515.6 467.6
IPE 550 V
159 566 216 17.1  25.2 24 202 515.6 467.6
IPE 600 A
108 597 220 9.8 17.5 24 137 562.0 514.0
IPE 600
122 600 220 12.0 19.0 24 156 562.0 514.0
IPE 600 O
154 610 224 15.0  24.0 24 197 562.0 514.0
IPE 600 R
144 608 218 14.0 23.0 24 184 562.0 514.0
IPE 600 V
184 618 228 18.0 28.0 24 234  562.0 514.0
IPE 750 X 137
 137 753 263  11.5 17.0 17 175 719.0 685.0
IPE 750 X 147
 147 753 265 13.2 17.0 17 187 719.0 685.0
IPE 750 X 161
160 758 266 13.8  19.3 17 204 719.4 685.4
IPE 750 X 173
173 762 267 14.4 21.6 17 221  719.8 685.8
IPE 750 X 185
185 766 267 14.9 23.6 17 236 719.8 685.8
IPE 750 X 196
196 770 268 15.6  25.4 17 251 719.2 685.2
IPE 750 X 210
210 775 268 16.0 28.0 17 268  719.0 685.0
IPE 750 X 222
222 778 269 17.0 29.5 17 283 719.0 685.0
EUROPEAN I BEAMS (IPN SECTION)TO BS4 : PART 1
EUROPEAN STANDARD BEAMS
Flange slope: 14%
Dimensions: DIN 1025-1: 1963, NF A 45-209 (1983)
Tolerances: EN 10024: 1985
Surface Condition according to EN 10163-3: 1991, class C, subclass 1
Designation Dimensions A
mm2 ( x10 2)
Dimensions for Detailing
G
kg/m
h
mm
b
mm
tw
mm
tf
mm
r1
mm
r2
mm
d
mm
o Pmin
mm
Pmax
mm
IPN 80 5.94 80 42 3.9 5.9 3.9 2.3 7.58 59
IPN 100 8.3 100 50 4.5 6.8 4.5 2.7 10.6 75.7
IPN 120 11.1 120 58 5.1 7.7 5.1 3.1 14.2 92.4
IPN 140 14.3 140 66 5.7 8.6 5.7 3.4 18.3 109.1
IPN 160 17.9 160 74 6.3 9.5 6.3 3.8 22.8 125.8
IPN 180 21.9 180 82 6.9 10.4 6.9 4.1 27.9 142.4
IPN 200 26.2 200 90 7.5 11.3 7.5 4.5 33.4 159.1
IPN 220 31.1 220 98 8.1 12.2 8.1 4.9 39.5 175.8 M10 50 56
IPN 240 36.2 240 106 8.7 13.1 8.7 5.2 46.1 192.5 M10 54 60
IPN 260 41.9 260 113 9.4 14.1 9.4 5.6 53.3 208.9 M12 62 62
IPN 280 47.9 280 119 10.1 15.2 10.1 6.1 61 225.1 M12 68 68
IPN 300 54.2 300 125 10.8 16.2 10.8 6.5 69 241.6 M12 70 74
IPN 320 61.0 320 131 11.5 17.3 11.5 6.9 77.7 257.9 M12 70 80
IPN 340 68.0 340 137 12.2 18.3 12.2 7.3 86.7 274.3 M12 78 86
IPN 360 76.1 360 143 13 19.5 13 7.8 97 290.2 M12 78 92
IPN 380 84.0 380 149 13.7 20.5 13.7 8.2 107 306.7 M16 84 86
IPN 400 92.4 400 155 14.4 21.6 14.4 8.6 118 322.9 M16 86 92
IPN 450 115 450 170 16.2 24.3 16.2 9.7 147 363.6 M16 92 106
IPN 500 141 500 185 18 27 18 10.8 179 404.3 M20 102 110
IPN 550 166 550 200 19 30 19 11.9 212 445.6 M22 112 118
IPN 600 199 500 215 21.6 32.4 21.6 13 254 485.8 M24 126 128

 

JAPANESE WIDE FLANGE BEAMS
Size Weight Depth of Section
(A)
Flange Width
(B)
Thickness Corner Radius
(r)
Sectional Area Moment of Inertia Radius of Gyration Modulus of Section
Web
(t1)
Flange
(t2)
JX JY ix iy Zx Zy
mm kg/m mm mm mm mm mm cm cm4 cm4 cm cm cm3 cm3
100 x 50 9.30 100 50 5 7 8 11.85 187 14.8 3.98 1.12 37.5  5.91
100 x 100 17.2 100 100 6 8 10  21.90 383 134 4.18 2.47 76.5 26.7
125 x 60 13.2 125 60 6 8 9 16.84 413 29.2 4.95 1.32 66.1 9.73
125 x 125 23.8 125 125 6.5 9 10 30.31 847 293 5.29 3.11 136 47.0
150 x 75 14.0 150 75 5 7 8  17.85 666 49.5 6.11 1.66 88.8 13.2
150 x 100 21.1 148 100 6 9 11 26.84 1.020 151 6.17 2.37 138 30.1
150 x 150 31.5 150 150 7 10 11 40.14 1.640 563 6.39 3.75 219 75.1
175 x 90 18.1 175 90 5 8 9 23.04 1210 97.5 7.26 2.06 139 21.7
175 x 175 40.2 175 175 7.5 11 12 51.21 2880 984 7.50 4.38 330 112
200 x 100 18.2

21.3

198

200

99

100

4.5

5.5

7

8

11

11

23.18

27.6

1580

1840

114

134

8.26

8.24

2.21

2.22

160

184

23.0

26.8

200 x 150 30.6 194 150 6 9 13 39.01 2690 507 8.30 3.61 277 67.6
200 x 200 49.9

56.2

65.7

200

200

208

200

204

202

8

12

10

12

12

16

13

13

13

63.53

71.53

83.69

4720

4980

6530

1600

1700

2200

8.62

8.35

8.83

5.02

4.88

5.13

472

498

628

160

167

218

250 x 125 25.7

29.6

248

250

124

125

5

6

8

9

12

12

32.68

37.66

3540

4050

255

294

10.4

10.4

2.79

2.79

285

324

411

47.0

250 x 175 44.1 244 175 7 11 16 56.24 6120 984 10.4  4.18 502 113
250 x 250 64.4

66.5

72.4

82.2

244

248

250

250

252

249

250

255

11

8

9

14

11

13

14

14

16

16

16

16

82.06

84.70

92.18

104.7

8790

9930

10800

11500

2940

3350

3650

3880

10.3

10.8

10.8

10.5

5.98

6.29

6.29

6.29

720

801

867

919

233

269

292

304

300 x 150 32.0

36.7

298

300

149

150

5.5

6.5

8

9

13

13

40.80

46.38

6320

7210

442

508

12.4

12.4

3.29

3.29

424

481

59.3

67.7

300 x 200 56.8 294 200 8 12 18 72.38 11300 1600 12.5 4.71 771 160
Size Weight Depth of Section
(A)
Flange Width
(B)
Thickness Corner Radius
(r)
Sectional Area Moment of Inertia Radius of Gyration Modulus of Section
Web
(t1)
Flange
(t2)
JX JY ix iy Zx Zy
mm kg/m mm mm mm mm mm cm cm4 cm4 cm cm cm3 cm3
300 x 300 84.5

87.0

94.0

106

106

294

298

300

300

304

302

299

300

305

301

12

9

10

15

11

12

14

15

15

17

18

18

18

18

18

107.7

110.8

119.8

134.8

134.8

16900

18800

20400

21500

23400

5520

6240

6750

7100

7730

12.5

13.0

13.1

12.6

13.2

7.16

7.51

7.51

7.26

7.57

1150

1270

1360

1440

1540

365

417

450

466

514

350 x 175 41.4

49.6

346

350

174

175

6

7

9

11

14

14

52.7

63.1

11100

13600

792

984

14.5

14.7

3.88

3.95

641

775

91.0

112

350 x 250 69.2

79.7

336

340

49

250

8

9

12

14

20

20

88.1

101.5

18500

21700

3090

3650

14.5

14.6

5.92

6.00

1100

1280

248

292

350 x 350 106

115

131

137

156

159

338

344

344

350

350

356

351

348

354

350

357

352

13

10

16

12

19

14

13

16

16

19

19

22

20

20

20

20

20

20

135.3

146.0

166.6

173.9

198.4

202.0

28200

33300

35300

40300

42800

47600

9380

11200

11800

13600

14400

16000

14.4

15.1

14.6

15.2

14.7

15.3

8.33

8.78

8.43

8.84

8.53

8.90

1670

1940

2050

2300

2450

2670

534

646

669

776

809

909

400 x 200 56.6

66.0

396

400

199

200

7

8

11

13

16

16

72.16

84.12

20000

23700

1450

1740

16.7

16.8

4.48

4.54

1010

1190

145

174

400 x 300 94.3

107

386

390

299

300

9

10

14

16

22

22

120.1

136.0

33700

38700

6240

7210

16.7

16.9

7.81

7.28

1740

1980

418

481

400 x 400 140

147

168

172

197

200

232

283

415

605

388

394

394

400

400

406

414

428

458

498

402

398

405

400

408

403

405

407

417

432

15

11

18

13

21

16

18

20

30

45

15

18

18

21

21

24

28

35

50

70

22

22

22

22

22

22

22

22

22

22

178.5

186.8

214.4

218.7

250.7

254.9

295.4

360.7

528.6

770.1

49000

56100

59700

66600

70900

78000

92800

119000

187000

298000

16300

18900

20000

22400

23800

26200

31000

39400

60500

94400

16.6

17.3

16.7

17.5

16.8

17.5

17.7

18.2

18.8

19.7

9.54

10.1

9.65

10.1

9.75

10.1

10.2

10.4

10.7

11.1

2520

2850

3030

3330

3540

3840

4480

5570

8170

12000

809

951

985

1120

1170

1300

1530

1930

2900

4370

450 x 200 66.2

76.0

446

450

199

200

8

9

12

14

18

18

84.3

96.76

28700

33500

1580

1870

18.5

18.6

4.33

4.40

1290

1490

159

187

Size Weight Depth of Section
(A)
Flange Width
(B)
Thickness Corner Radius
(r)
Sectional Area Moment of Inertia Radius of Gyration Modulus of Section
Web
(t1)
Flange
(t2)
JX JY ix iy Zx Zy
mm kg/m mm mm mm mm mm cm cm4 cm4 cm cm cm3 cm3
450 x 300 106

124

434

440

299

300

10

11

15

18

24

24

135.0

157.4

46800

56100

6690

8110

18.6

18.9

7.04

7.18

2160

2550

448

541

500 x 200 79.5

89.6

103

496

500

506

199

200

201

9

10

11

14

16

19

20

20

20

101.3

114.2

131.3

41900

47800

56500

1840

2140

2580

20.3

20.5

20.7

4.27

4.33

4.43

1690

1910

2230

185

214

257

 500 x 300 114

128

482

488

300

300

11

11

15

16

26

26

145.5

163.5

60400

71000

6760

8110

20.4

20.8

6.82

7.04

2500

2910

451

541

600 x 200 94.6

106

120

134

596

600

606

612

199

200

201

202

10

11

12

13

15

17

20

23

22

22

22

22

120.5

134.4

152.5

107.7

68700

77600

90400

103000

1980

2280

2720

3180

23.9

24.0

24.3

24.6

4.05

4.12

4.22

4.31

2310

2590

2980

3380

199

228

271

314

600 x 300 137

151

175

582

588

594

300

300

302

12

12

14

17

20

23

28

28

28

174.5

192.5

222.4

103000

118000

137000

7670

9020

10600

24.3

24.8

24.9

6.63

6.85

6.90

3530
4020
4620
511
601
701
700 x 300 166

185

215

692

700

708

300

300

302

13

13

15

20

24

28

28

28

28

211.5

235.5

273.6

172000

201000

237000

9020

10800

12900

28.6

29.3

29.4

6.53
6.78
6.86
4980
5760
6700
602
722
853
800 x 300 191

210

241

792

800

808

300

300

302

14

14

16

22

26

30

28

28

28

243.4

267.4

307.6

254000

292000

339000

9930

11700

13800

32.3

33.0

33.2

6.39
6.62
6.70
6410
7290
8400
662
782
915
900 x 300 213

243

286

890

900

912

299

300

302

15

16

18

23

28

34

28

28

28

270.9

309.8

364.0

345000

411000

498000

10300

12600

15700

35.7

36.4

37.0

6.16
6.39
6.56
7760
9140
10900
688
843
1040

Leave a Reply