Dimensions and section properties for W33X201
Structural sectional properties for a W33X201 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W33X201 |
| Cross Sectional Area | A | 59.1 in2 |
| Section Width | b | 15.7 in |
| Section Depth | d | 33.7 in |
| Flange thickness | tf | 1.15 in |
| Web thickness | tw | 0.715 in |
| Radius of Gyration about X-X | rx | 14 in |
| Radius of Gyrations about Y-Y | ry | 3.56 in |
| Moment of Inertia about X-X | Ix | 11600 in4 |
| Moment of Intertia about Y-Y | Iy | 749 in4 |
| Elastic Section Modulus about X-X | Sx | 686 in3 |
| Elastic Section Modulus about Y-Y | Sy | 95.2 in3 |
| Plastic Section Modulus about X-X | Zx | 773 in3 |
| Plastic Section Modulus about Y-Y | Zy | 147 in3 |
| St. Venant Torsional Constant | J | 20.8 in4 |
| Warping Torsion Constant | Cw | 198000 in6 |
| Self Weight of section | Weight | 201 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W33X201 |
| Cross Sectional Area | A | 38129 mm2 |
| Section Width | b | 399 mm |
| Section Depth | d | 856 mm |
| Flange thickness | tf | 29.2 mm |
| Web thickness | tw | 18.2 mm |
| Radius of Gyration about X-X | rx | 356 mm |
| Radius of Gyrations about Y-Y | ry | 90 mm |
| Moment of Inertia about X-X | Ix | 4828000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 312000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 11242000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 1560000 mm3 |
| Plastic Section Modulus about X-X | Zx | 12667000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 2409000 mm3 |
| St. Venant Torsional Constant | J | 8658000 mm4 |
| Warping Torsion Constant | Cw | 53170000000000 mm6 |
| Self Weight of section | Weight | 299 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W33X201 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 201 lb/ft and has a cross sectional area of 59.1 in2. The height and width of the section are 33.7 in and 15.7 in respectively.
The section has a tensile yield capacity of:
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The section has a flexural plastic moment capacity of:
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The section has a flexural elastic moment capacity of:
kip-ft
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