Dimensions and section properties for W36X182
Structural sectional properties for a W36X182 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X182 |
| Cross Sectional Area | A | 53.6 in2 |
| Section Width | b | 12.1 in |
| Section Depth | d | 36.3 in |
| Flange thickness | tf | 1.18 in |
| Web thickness | tw | 0.725 in |
| Radius of Gyration about X-X | rx | 14.5 in |
| Radius of Gyrations about Y-Y | ry | 2.55 in |
| Moment of Inertia about X-X | Ix | 11300 in4 |
| Moment of Intertia about Y-Y | Iy | 347 in4 |
| Elastic Section Modulus about X-X | Sx | 623 in3 |
| Elastic Section Modulus about Y-Y | Sy | 57.6 in3 |
| Plastic Section Modulus about X-X | Zx | 718 in3 |
| Plastic Section Modulus about Y-Y | Zy | 90.7 in3 |
| St. Venant Torsional Constant | J | 18.5 in4 |
| Warping Torsion Constant | Cw | 107000 in6 |
| Self Weight of section | Weight | 182 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X182 |
| Cross Sectional Area | A | 34581 mm2 |
| Section Width | b | 307 mm |
| Section Depth | d | 922 mm |
| Flange thickness | tf | 30 mm |
| Web thickness | tw | 18.4 mm |
| Radius of Gyration about X-X | rx | 368 mm |
| Radius of Gyrations about Y-Y | ry | 65 mm |
| Moment of Inertia about X-X | Ix | 4703000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 144000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 10209000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 944000 mm3 |
| Plastic Section Modulus about X-X | Zx | 11766000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1486000 mm3 |
| St. Venant Torsional Constant | J | 7700000 mm4 |
| Warping Torsion Constant | Cw | 28733000000000 mm6 |
| Self Weight of section | Weight | 271 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W36X182 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 182 lb/ft and has a cross sectional area of 53.6 in2. The height and width of the section are 36.3 in and 12.1 in respectively.
The section has a tensile yield capacity of:
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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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