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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
W36 x 135
W920 x 201
90430515.220.119.1826.02.9614.69326752.79500.47227.1623.4
139.7 M27 11219877.7201.8257.18408.9986.0356.560.8
W36 x 150
W920 x 223
91230515.923.919.1826.02.9813.27378044.511302.18291.7741.6
139.7 M27 11219886.0224.4285.89581.91167.3363.762.9
W36 x 160
W920 x 238
91430516.525.919.1824.52.9812.52405763.612264.88875.0804.8
139.7 M27 11220090.7238.2303.510243.41266.1365.763.6
W36 x 170
W920 x 253
91930517.327.919.1825.52.9911.81436958.513228.99504.5868.0
139.7 M27 11420095.5253.2322.610969.11366.3368.064.0
W36 x 182
W920 x 271
92230718.430.019.1824.03.0011.06470635.214552.710208.8947.0
139.7 M27 114202100.7271.7346.111794.61492.8368.864.8
W36 x 194
W920 x 289
92730719.432.019.1825.03.0110.44503997.115544.210872.61011.5
139.7 M27 116202105.8288.5367.512579.11597.3370.365.0
W36 x 210
W920 x 313
93231021.134.519.1825.03.039.67550112.417206.411802.71110.5
139.7 M27 118204112.5313.3399.213691.01759.1371.265.7
W36 x 231
W920 x 344
92741919.332.024.1814.83.459.99650052.539329.114023.41876.8
190.5 M27 126312111.6345.3439.915860.72898.6384.494.6
W36 x 232
W920 x 345
94230722.139.919.1824.53.048.82623286.419380.013228.51261.1
139.7124.2344.5438.915327.31993.5376.966.5
W36 x 247
W920 x 368
93241920.334.324.1815.33.469.42697731.342143.214969.92011.1
190.5 M27 128314117.2367.3467.916952.23108.3386.294.9
W36 x 256
W920 x 381
95031024.443.919.1824.03.068.02695175.521905.614635.91413.8
139.7134.6381.2485.717023.42243.0378.367.2
W36 x 262
W920 x 390
93742221.336.624.1815.83.488.90749699.545779.015997.72171.5
190.5 M 27 128314122.8390.8497.818133.23357.6388.195.9
W36 x 282
W920 x 420
94242222.539.924.1814.33.488.29814443.549916.917285.62367.8
190.5 M27 130316130.5420.1535.219615.23662.0390.196.6
W36 x 302
W920 x 449
94742424.042.724.1813.83.507.77878586.254395.818546.92564.8
190.5 M27 130318137.6450.5573.921095.73971.8391.397.4
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
W36 x 330
W920 x 491
95842225.947.024.1815.33.517.15970289.958848.620265.52791.4
190.5 M27 132316148.2490.6625.023131.94331.0394.097.0
W36 x 361
W920 x 537
96542428.451.124.1814.83.536.581067298.165128.322115.63070.8
190.5 M 27 136320158.8536.7683.725354.64777.5395.197.6
W36 x 395
W920 x 588
97542731.055.924.1815.33.556.041184636.772602.924291.33402.8
190.5 M27 138322171.0588.4749.527962.85305.4397.698.4
W36 x 441
W920 x 656
98843234.562.024.1815.83.595.461344112.683484.627207.13866.8
190.5 M27 144320186.8658.4838.731491.66046.9400.399.8
W36 x 487
W920 x 725
99843438.168.124.1813.83.624.981493759.293390.529928.54300.3
190.5 M27 148323202.5725.9924.834839.46746.0401.9100.5
W36 x 529
W920 x 787
101143740.973.924.1814.83.654.631648689.0103247.932617.64726.6
190.5 M 27 152326217.0788.01003.838133.07427.5405.3101.4
W36 x 652
W920 x 970
104444750.089.924.1815.83.733.832112805.0134832.240477.56032.2
190.5 M27 160334258.2974.41241.347948.79540.7412.6104.2
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