AISC W-Beam Sizes and Section Properties

Browse AISC wide-flange W-shapes by nominal depth and weight. Compare dimensions, Ix, Sx, Zx, radii of gyration and other properties in imperial or metric units.

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Showing AISC · W-Shapes · Imperial

AISC Shapes Database v16.0 · 2,299 sections

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Showing the most relevant 75 sections.

AISC W-shape dimensions and section properties in imperial units
Designation Weight (lb/ft) Depth, d (in) Flange width, bf (in) Area (in²) Ix (in⁴) Sx (in³)
W44x408 408 44.8 16.1 120 38700 1730
W44x368 368 44.4 16 108 34700 1560
W44x335 335 44 15.9 98.5 31100 1410
W44x290 290 43.6 15.8 85.4 27000 1240
W40x655 655 43.6 16.9 193 56500 2590
W44x262 262 43.3 15.8 77.2 24100 1110
W36x853 853 43.1 18.2 251 70000 3250
W36x925 925 43.1 18.6 272 73000 3390
W40x593 593 43 16.7 174 50400 2340
W44x230 230 42.9 15.8 67.8 20800 971
W36x802 802 42.6 18 236 64800 3040
W40x503 503 42.1 16.4 148 41600 1980
W36x723 723 41.8 17.8 213 57300 2740
W40x392 392 41.6 12.4 116 29900 1440
W40x431 431 41.3 16.2 127 34800 1690
W36x652 652 41.1 17.6 192 50600 2460
W40x397 397 41 16.1 117 32000 1560
W40x327 327 40.8 12.1 95.9 24500 1200
W40x331 331 40.8 12.2 97.7 24700 1210
W40x362 362 40.6 16 106 28900 1420
W40x372 372 40.6 16.1 110 29600 1460
W40x294 294 40.4 12 86.2 21900 1080
W40x278 278 40.2 12 82.3 20500 1020
W40x324 324 40.2 15.9 95.3 25600 1280
W40x264 264 40 11.9 77.4 19400 971
W40x297 297 39.8 15.8 87.3 23200 1170
W36x529 529 39.8 17.2 156 39600 1990
W40x235 235 39.7 11.9 69.1 17400 875
W40x277 277 39.7 15.8 81.5 21900 1100
W40x211 211 39.4 11.8 62.1 15500 786
W40x249 249 39.4 15.8 73.5 19600 993
W36x487 487 39.3 17.1 143 36000 1830
W36x387 387 39.1 12.7 114 26500 1360
W40x183 183 39 11.8 53.3 13200 675
W40x215 215 39 15.8 63.5 16700 859
W36x441 441 38.9 17 130 32100 1650
W40x199 199 38.7 15.8 58.8 14900 770
W40x167 167 38.6 11.8 49.3 11600 600
W36x350 350 38.6 12.6 103 23600 1220
W36x395 395 38.4 16.8 116 28500 1490
W40x149 149 38.2 11.8 43.8 9800 513
W36x318 318 38.2 12.4 93.4 21200 1110
W36x361 361 38 16.7 106 25700 1350
W36x286 286 37.8 12.3 83.9 18900 1000
W36x330 330 37.7 16.6 96.9 23300 1240
W36x256 256 37.4 12.2 75.3 16800 895
W36x302 302 37.3 16.7 89 21100 1130
W36x232 232 37.1 12.1 68 15000 809
W36x282 282 37.1 16.6 82.9 19600 1050
W36x262 262 36.9 16.6 77.2 17900 972
W36x210 210 36.7 12.2 61.9 13200 719
W36x247 247 36.7 16.5 72.5 16700 913
W36x194 194 36.5 12.1 57 12100 664
W36x231 231 36.5 16.5 68.2 15600 854
W36x182 182 36.3 12.1 53.6 11300 623
W36x170 170 36.2 12 50 10500 581
W36x160 160 36 12 47 9760 542
W33x387 387 36 16.2 114 24300 1350
W36x150 150 35.9 12 44.3 9040 504
W36x135 135 35.6 12 39.9 7800 439
W33x354 354 35.6 16.1 104 22000 1240
W33x318 318 35.2 16 93.7 19500 1110
W33x291 291 34.8 15.9 85.6 17700 1020
W33x263 263 34.5 15.8 77.4 15900 919
W33x241 241 34.2 15.9 71.1 14200 831
W33x221 221 33.9 15.8 65.3 12900 759
W33x169 169 33.8 11.5 49.5 9290 549
W33x201 201 33.7 15.7 59.1 11600 686
W33x152 152 33.5 11.6 44.9 8160 487
W33x141 141 33.3 11.5 41.5 7450 448
W30x391 391 33.2 15.6 115 20700 1250
W33x130 130 33.1 11.5 38.3 6710 406
W33x118 118 32.9 11.5 34.7 5900 359
W30x357 357 32.8 15.5 105 18700 1140
W27x539 539 32.5 15.3 159 25600 1570
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Family overview

What are AISC W-Shapes?

AISC W-shapes are parallel-flange wide-flange I-sections used throughout US building and bridge practice for beams and columns. The strong (x) axis provides the larger flexural stiffness; the weak (y) axis governs lateral stability checks when relevant. Unlike American standard S-shapes, W flanges are essentially parallel, and unlike miscellaneous M-shapes they follow the primary rolled wide-flange series. Designations such as W12×26 encode approximate nominal depth and weight per foot—not exact geometry. Use tabulated depth, flange width and thickness for detailing and analysis. This family hub filters the finder to W-shapes so you can compare nearby weights, open a designation page, download a size chart or load a section into the Optimal Beam calculator under project span and loads.

Designations

Understanding W-Shapes designations

W12×26

W means wide flange. In W12×26, 12 is the approximate nominal depth in inches and 26 is the nominal weight in pounds per foot. Actual published depth varies by weight within the W12 series, so always use the tabulated depth for clearance and connections.

Nominal depth series

Browse by series

Open a curated series page, or use the finder chips above to filter the table.

Properties

W-Shapes properties explained

These properties are especially relevant when comparing W-Shapes. View the complete property glossary.

Symbol Property Units Why it matters
Weight Weight lb/ft, kg/m Mass per unit length; used for self-weight and economy comparisons
d Overall depth in, mm Overall depth and clearance
bf Flange width in, mm Overall flange width and lateral behaviour
tw Web thickness in, mm Web thickness and shear-related behaviour
tf Flange thickness in, mm Flange thickness and flexural/local behaviour
A Cross-sectional area in², mm² Total steel cross-sectional area
Ix Moment of inertia (x) in⁴, mm⁴ Major-axis flexural stiffness
Iy Moment of inertia (y) in⁴, mm⁴ Minor-axis flexural stiffness
Sx Elastic section modulus (x) in³, mm³ Elastic bending property about the x-axis
Sy Elastic section modulus (y) in³, mm³ Elastic bending property about the y-axis
Zx Plastic section modulus (x) in³, mm³ Plastic bending property about the x-axis
Zy Plastic section modulus (y) in³, mm³ Plastic bending property about the y-axis
rx Radius of gyration (x) in, mm Strong-axis radius of gyration
ry Radius of gyration (y) in, mm Weak-axis radius of gyration and lateral stability relevance
J Torsional constant in⁴, mm⁴ Torsional constant
Cw Warping constant in⁶, mm⁶ Warping constant for lateral-torsional behaviour

Library summary

Computed W-Shapes summary

The current AISC W-Shapes library contains 289 sections across 17 nominal-depth series. Published weights range from 8.50 to 925.00 lb/ft , and actual depths range from 4.16 to 44.80 inches .

Lightest section
W6X8.5
Heaviest section
W36X925
Ix range
11.3073,000.00 in⁴
Sx range
5.103,390.00 in³

Selection

How to compare W-Shapes

  • Start with depth limitations for the floor or roof assembly.
  • Compare weight for economy once depth is acceptable.
  • Compare Ix when deflection or stiffness controls.
  • Compare Sx and Zx for elastic and plastic flexural properties.
  • Check ry, J and Cw when lateral-torsional stability matters.
  • Run the same structural model before declaring one section preferable.

Related families

Related AISC families

Beam calculator

Analyze this family in Optimal Beam

Select any W-shape and load it into the Optimal Beam calculator for span, support and load analysis.

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Source: AISC Shapes Database v16.0 · Verified July 2026 · View methodology

Questions & answers

W-Shapes FAQs

What does W12×26 mean?

W identifies a wide-flange shape. The 12 is approximate nominal depth in inches and 26 is nominal weight in lb/ft. Exact depth and flange width come from the published table for that designation.

What is the difference between nominal and actual depth?

Nominal depth is the rounded value in the designation. Actual depth is the tabulated overall depth and can differ within a series such as W12. Use actual depth for clearance and detailing.

What is the difference between a W-shape and an S-shape?

W-shapes have essentially parallel flange faces. S-shapes are American standard beams with sloping inner flange faces and a different proportioning history. They are not interchangeable without checking geometry and properties.

Which property controls beam stiffness?

Ix is the strong-axis moment of inertia and is the primary stiffness property for bending about the major axis. Higher Ix generally reduces deflection for the same span and loading, but it is not a complete capacity check.

What is the difference between Sx and Zx?

Sx is the elastic section modulus used in elastic bending stress checks. Zx is the plastic section modulus used for plastic bending strength of suitable ductile sections. Neither alone replaces a full design check.

Does the lightest section with the required Ix automatically work?

No. Adequacy also depends on strength, stability, material grade, unbraced length, deflection limits and the applicable design standard. Compare candidates under the same analysis model.

Can I compare W-shapes in metric units?

Yes. Switch the finder to Metric to display SI units while the underlying AISC source values remain stored for conversion.

Can I analyze a W-shape in the beam calculator?

Yes. Choose Analyze on a selected W-shape to open Optimal Beam with that section’s properties loaded into a new beam model.