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Home europeanprofiles HE HD HL IPE IPN UPE UPN L - Equal L - Unequal
American Profiles W M HP S MC C L - Equal L - Unequal
japaneseprofiles H
W - Wide Flange Beams W4 W5 W6 W8 W10 W12 W - Wide Flange Beam
W14 W16 W18 W21 W24 W27
W30 W33 W36 W40 W44

W - American Wide Flange Beams

Dimensions and Tolerances
as per

ASTM A6/A6M - A992/A992M

Shape Depth
of
Section
Width
of
Section
Thickness
of
Web
Thickness
of
Flange
Radius Straight
portion
of web
Surface area Moment of Inertia Elastic Section
Modulus
H B Tw Tf R D m2 / m m2 / tonne Ix Iy Sx Sy
mm mm4 x 104 mm3 x 103
Imperial Metric Standard
bolt
spacing
Max.
Bolt
Dia.
Bolt
spacing
(min.)
Bolt
spacing
(max.)
Length
of stiff
bearing
Weight Area of Section Plastic Section
Modulus
Radius of
Gyration
Gage ø P min P max S kg / m mm2 x 102 Zx Zy rx ry
mm mm3 x 103 mm
W12 x 14
W310 x 21
3021015.15.77.6275.60.9846.813678.598.1243.419.5
57.225.421.026.8287.031.1117.219.1
W12 x 16
W310 x 23.8
3051015.66.77.6276.10.9941.494285.7117.3281.223.2
57.228.023.930.4330.637.1118.719.6
W12 x 19
W310 x 28.3
3101026.08.97.6276.91.0035.425446.4157.2351.530.9
57.232.728.336.0408.548.9122.920.9
W12 x 22
W310 x 32.7
3121026.610.87.6275.61.0130.726485.4193.8415.237.9
57.237.132.841.8481.660.0124.621.5
W12 x 26
W310 x 38.7
3101655.89.77.6275.31.2532.428470.5721.2546.787.5
88.9 M20 808434.138.749.3609.6133.9131.138.2
W12 x 30
W310 x 44.5
3121666.611.27.6274.81.2628.359847.4846.8630.4102.3
88.9 M20 808437.944.556.7705.1156.7131.838.7
W12 x 35
W310 x 52
3181677.613.27.6275.81.2724.3211864.51019.6747.4122.4
88.9 M20 828643.052.466.7839.7187.9133.439.1
W12 x 40
W310 x 60
3022037.513.112.8250.41.3823.3612707.81837.7840.9180.7
139.7 M27 9011348.759.175.3938.5275.5129.949.4
W12 x 45
W310 x 67
3072048.514.612.8252.51.3920.9314593.62083.1949.7203.8
139.7 M27 9011452.866.684.81065.0311.3131.249.6
W12 x 50
W310 x 74
3102059.416.312.7252.01.4018.9416323.22344.81053.5228.5
139.7 M27 9011556.873.994.21186.0349.5131.749.9
W12 x 53
W310 x 79
3072548.814.615.4247.41.5920.0917852.23991.81161.7314.3
139.7 M27 9016456.079.0100.61295.0478.1133.263.0
W12 x 58
W310 x 86
3102549.116.315.2246.91.5918.4419808.44443.01278.5349.8
139.7 M27 9016459.586.3109.91427.0531.8134.263.6
W12 x 65
W310 x 97
3073059.915.415.1246.41.7918.5122087.17256.21437.3476.1
139.7 M27 10220058.496.6123.01595.0722.2134.076.8
W12 x 72
W310 x 107
31230510.917.015.2247.91.8016.8124988.38036.41599.7527.3
139.7 M27 10420062.8106.9136.11782.8800.6135.576.8
Shape Depth
of
Section
Width
of
Section
Thickness
of
Web
Thickness
of
Flange
Radius Straight
portion
of web
Surface area Moment of Inertia Elastic Section
Modulus
H B Tw Tf R D m2 / m m2 / tonne Ix Iy Sx Sy
mm mm4 x 104 mm3 x 103
Imperial Metric Standard
bolt
spacing
Max.
Bolt
Dia.
Bolt
spacing
(min.)
Bolt
spacing
(max.)
Length
of stiff
bearing
Weight Area of Section Plastic Section
Modulus
Radius of
Gyration
Gage ø P min P max S kg / m mm2 x 102 Zx Zy rx ry
mm mm3 x 103 mm
W12 x 79
W310 x 117
31530711.918.715.1247.41.8115.3827707.19038.71759.4588.2
139.7 M27 10620267.0117.6149.91968.1893.4136.077.7
W12 x 87
W310 x 129
31830713.120.615.2245.91.8114.0230581.89961.91926.4648.3
139.7 M27 10620272.1129.2164.62165.9985.5136.377.8
W12 x 96
W310 x 143
32331014.022.915.2246.41.8312.7934713.811345.82152.3732.3
139.7 M27 10820477.6143.1182.32429.61113.2138.078.9
W12 x 106
W310 x 158
32831015.525.115.2246.91.8411.6638857.612482.22371.8805.6
139.7 M27 10820483.6157.6200.82694.01226.2139.178.8
W12 x 120
W310 x 179
33331218.028.215.0246.41.8510.3644487.114345.82674.0918.4
139.7 M27 11220892.0178.9227.93064.11400.8139.779.3
W12 x 136
W310 x 202
34031520.131.815.2246.41.879.2751700.316555.73038.01051.3
139.7 M27 114210101.4202.2257.53509.31605.3141.780.2
W12 x 152
W310 x 226
34831822.135.615.2246.41.908.3659609.818998.13426.01196.7
139.7 M27 116212111.1226.8289.03989.51829.0143.681.1
W12 x 170
W310 x 253
35632024.439.615.2245.91.927.5668288.121686.53840.71355.2
139.7 M27 118214121.5253.6323.04511.22073.4145.481.9
W12 x 190
W310 x 283
36632326.944.215.0247.41.946.8479314.924776.24337.01536.1
139.7 M27 120216132.9284.0361.75139.62353.0148.182.8
W12 x 210
W310 x 313
37332530.048.315.2246.41.966.2689198.727710.94777.91704.7
139.7 M27 124220144.4313.0398.85714.32616.5149.683.4
W12 x 230
W310 x 342
38432832.852.615.2247.91.995.78101404.930916.05287.81887.1
139.7 M27 126222155.8343.6437.86375.42901.1152.284.0
W12 x 252
W310 x 375
39133035.657.215.2246.42.015.35112944.234405.15774.82083.9
139.7167.7375.1477.97023.23207.3153.784.9
W12 x 279
W310 x 415
40433338.962.715.2247.92.034.91130181.738667.46446.92324.2
139.7182.2414.2527.77912.93582.7157.185.6
W12 x 305
W310 x 454
41433541.468.815.0246.42.064.54146949.743413.67098.72589.7
139.7196.6453.7577.98794.13992.0159.586.7
W12 x 336
W310 x 500
42734045.275.215.0246.42.104.19168828.349633.17912.82916.5
139.7213.1501.4638.79896.14501.1162.688.2
Notes:
All dimensions are in millimeters
Pmin, Pmax allowable edge distances for bolted connections, determined for an arrangement of the contact area outside the radius of the root fillet and to satisfy the requirements of EN 1993-1-8: 2005 for minimum and maximum edge distances.
These conditions are also fulfilled for bolt diameters smaller than indicated. The values are calculated considering a nominal clearance in holes of 2mm for M10 to M24 bolts and of 3mm for M27 bolts.
The Pmin and Pmax values are taken from "ArcelorMittal - Sections and Merchant Bars Product Catalogue"
For more information from ArcelorMittal, click ArcelorMittal
For AISC Shapes Database, click AISC Shapes Database
Unit mass is based on a density of 7850 kg/m3