Dimensions and section properties for W36X302
Structural sectional properties for a W36X302 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X302 |
| Cross Sectional Area | A | 89 in2 |
| Section Width | b | 16.7 in |
| Section Depth | d | 37.3 in |
| Flange thickness | tf | 1.68 in |
| Web thickness | tw | 0.945 in |
| Radius of Gyration about X-X | rx | 15.4 in |
| Radius of Gyrations about Y-Y | ry | 3.82 in |
| Moment of Inertia about X-X | Ix | 21100 in4 |
| Moment of Intertia about Y-Y | Iy | 1300 in4 |
| Elastic Section Modulus about X-X | Sx | 1130 in3 |
| Elastic Section Modulus about Y-Y | Sy | 156 in3 |
| Plastic Section Modulus about X-X | Zx | 1280 in3 |
| Plastic Section Modulus about Y-Y | Zy | 241 in3 |
| St. Venant Torsional Constant | J | 64.3 in4 |
| Warping Torsion Constant | Cw | 412000 in6 |
| Self Weight of section | Weight | 302 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X302 |
| Cross Sectional Area | A | 57419 mm2 |
| Section Width | b | 424 mm |
| Section Depth | d | 947 mm |
| Flange thickness | tf | 42.7 mm |
| Web thickness | tw | 24 mm |
| Radius of Gyration about X-X | rx | 391 mm |
| Radius of Gyrations about Y-Y | ry | 97 mm |
| Moment of Inertia about X-X | Ix | 8782000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 541000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 18517000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 2556000 mm3 |
| Plastic Section Modulus about X-X | Zx | 20975000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 3949000 mm3 |
| St. Venant Torsional Constant | J | 26764000 mm4 |
| Warping Torsion Constant | Cw | 110637000000000 mm6 |
| Self Weight of section | Weight | 449 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W36X302 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 302 lb/ft and has a cross sectional area of 89 in2. The height and width of the section are 37.3 in and 16.7 in respectively.
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft
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