Dimensions and section properties for W36X652
Structural sectional properties for a W36X652 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X652 |
| Cross Sectional Area | A | 192 in2 |
| Section Width | b | 17.6 in |
| Section Depth | d | 41.1 in |
| Flange thickness | tf | 3.54 in |
| Web thickness | tw | 1.97 in |
| Radius of Gyration about X-X | rx | 16.2 in |
| Radius of Gyrations about Y-Y | ry | 4.1 in |
| Moment of Inertia about X-X | Ix | 50600 in4 |
| Moment of Intertia about Y-Y | Iy | 3230 in4 |
| Elastic Section Modulus about X-X | Sx | 2460 in3 |
| Elastic Section Modulus about Y-Y | Sy | 367 in3 |
| Plastic Section Modulus about X-X | Zx | 2910 in3 |
| Plastic Section Modulus about Y-Y | Zy | 581 in3 |
| St. Venant Torsional Constant | J | 593 in4 |
| Warping Torsion Constant | Cw | 1130000 in6 |
| Self Weight of section | Weight | 652 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X652 |
| Cross Sectional Area | A | 123871 mm2 |
| Section Width | b | 447 mm |
| Section Depth | d | 1044 mm |
| Flange thickness | tf | 89.9 mm |
| Web thickness | tw | 50 mm |
| Radius of Gyration about X-X | rx | 411 mm |
| Radius of Gyrations about Y-Y | ry | 104 mm |
| Moment of Inertia about X-X | Ix | 21061000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 1344000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 40312000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 6014000 mm3 |
| Plastic Section Modulus about X-X | Zx | 47686000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 9521000 mm3 |
| St. Venant Torsional Constant | J | 246825000 mm4 |
| Warping Torsion Constant | Cw | 303446000000000 mm6 |
| Self Weight of section | Weight | 970 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W36X652 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 652 lb/ft and has a cross sectional area of 192 in2. The height and width of the section are 41.1 in and 17.6 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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