Dimensions and section properties for W36X135
Structural sectional properties for a W36X135 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X135 |
| Cross Sectional Area | A | 39.9 in2 |
| Section Width | b | 12 in |
| Section Depth | d | 35.6 in |
| Flange thickness | tf | 0.79 in |
| Web thickness | tw | 0.6 in |
| Radius of Gyration about X-X | rx | 14 in |
| Radius of Gyrations about Y-Y | ry | 2.38 in |
| Moment of Inertia about X-X | Ix | 7800 in4 |
| Moment of Intertia about Y-Y | Iy | 225 in4 |
| Elastic Section Modulus about X-X | Sx | 439 in3 |
| Elastic Section Modulus about Y-Y | Sy | 37.7 in3 |
| Plastic Section Modulus about X-X | Zx | 509 in3 |
| Plastic Section Modulus about Y-Y | Zy | 59.7 in3 |
| St. Venant Torsional Constant | J | 7 in4 |
| Warping Torsion Constant | Cw | 68100 in6 |
| Self Weight of section | Weight | 135 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X135 |
| Cross Sectional Area | A | 25742 mm2 |
| Section Width | b | 305 mm |
| Section Depth | d | 904 mm |
| Flange thickness | tf | 20.1 mm |
| Web thickness | tw | 15.2 mm |
| Radius of Gyration about X-X | rx | 356 mm |
| Radius of Gyrations about Y-Y | ry | 60 mm |
| Moment of Inertia about X-X | Ix | 3247000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 94000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 7194000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 618000 mm3 |
| Plastic Section Modulus about X-X | Zx | 8341000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 978000 mm3 |
| St. Venant Torsional Constant | J | 2914000 mm4 |
| Warping Torsion Constant | Cw | 18287000000000 mm6 |
| Self Weight of section | Weight | 201 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W36X135 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 35.6 in (904 mm) and 12 in (305 mm) respectively. It weighs 135 lb/ft (201 kg/m) and has a cross sectional area of 39.9 in2 (25742 mm2).
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:
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