Structural sectional properties for a W30X326 standard steel section

| Description | Symbol | Value | 
|---|---|---|
| Shape Category / Designation | Type | W | 
| Section Name | Name | W30X326 | 
| Cross Sectional Area | A | 95.9 in2 | 
| Section Width | b | 15.4 in | 
| Section Depth | d | 32.4 in | 
| Flange thickness | tf | 2.05 in | 
| Web thickness | tw | 1.14 in | 
| Radius of Gyration about X-X | rx | 13.2 in | 
| Radius of Gyrations about Y-Y | ry | 3.6 in | 
| Moment of Inertia about X-X | Ix | 16800 in4 | 
| Moment of Intertia about Y-Y | Iy | 1240 in4 | 
| Elastic Section Modulus about X-X | Sx | 1040 in3 | 
| Elastic Section Modulus about Y-Y | Sy | 162 in3 | 
| Plastic Section Modulus about X-X | Zx | 1190 in3 | 
| Plastic Section Modulus about Y-Y | Zy | 252 in3 | 
| St. Venant Torsional Constant | J | 103 in4 | 
| Warping Torsion Constant | Cw | 287000 in6 | 
| Self Weight of section | Weight | 326 lb/ft | 
| Description | Symbol | Value | 
|---|---|---|
| Shape Category / Designation | Type | W | 
| Section Name | Name | W30X326 | 
| Cross Sectional Area | A | 61871 mm2 | 
| Section Width | b | 391 mm | 
| Section Depth | d | 823 mm | 
| Flange thickness | tf | 52.1 mm | 
| Web thickness | tw | 29 mm | 
| Radius of Gyration about X-X | rx | 335 mm | 
| Radius of Gyrations about Y-Y | ry | 91 mm | 
| Moment of Inertia about X-X | Ix | 6993000000 mm4 | 
| Moment of Intertia about Y-Y | Iy | 516000000 mm4 | 
| Elastic Section Modulus about X-X | Sx | 17043000 mm3 | 
| Elastic Section Modulus about Y-Y | Sy | 2655000 mm3 | 
| Plastic Section Modulus about X-X | Zx | 19501000 mm3 | 
| Plastic Section Modulus about Y-Y | Zy | 4130000 mm3 | 
| St. Venant Torsional Constant | J | 42872000 mm4 | 
| Warping Torsion Constant | Cw | 77070000000000 mm6 | 
| Self Weight of section | Weight | 485 kg/m | 
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W30X326 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 32.4 in (823 mm) and 15.4 in (391 mm) respectively. It weighs 326 lb/ft (485 kg/m) and has a cross sectional area of 95.9 in2 (61871 mm2).
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: