Dimensions and section properties for W36X395
Structural sectional properties for a W36X395 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X395 |
| Cross Sectional Area | A | 116 in2 |
| Section Width | b | 16.8 in |
| Section Depth | d | 38.4 in |
| Flange thickness | tf | 2.2 in |
| Web thickness | tw | 1.22 in |
| Radius of Gyration about X-X | rx | 15.7 in |
| Radius of Gyrations about Y-Y | ry | 3.88 in |
| Moment of Inertia about X-X | Ix | 28500 in4 |
| Moment of Intertia about Y-Y | Iy | 1750 in4 |
| Elastic Section Modulus about X-X | Sx | 1490 in3 |
| Elastic Section Modulus about Y-Y | Sy | 208 in3 |
| Plastic Section Modulus about X-X | Zx | 1710 in3 |
| Plastic Section Modulus about Y-Y | Zy | 325 in3 |
| St. Venant Torsional Constant | J | 142 in4 |
| Warping Torsion Constant | Cw | 575000 in6 |
| Self Weight of section | Weight | 395 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W36X395 |
| Cross Sectional Area | A | 74839 mm2 |
| Section Width | b | 427 mm |
| Section Depth | d | 975 mm |
| Flange thickness | tf | 55.9 mm |
| Web thickness | tw | 31 mm |
| Radius of Gyration about X-X | rx | 399 mm |
| Radius of Gyrations about Y-Y | ry | 99 mm |
| Moment of Inertia about X-X | Ix | 11863000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 728000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 24417000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 3409000 mm3 |
| Plastic Section Modulus about X-X | Zx | 28022000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 5326000 mm3 |
| St. Venant Torsional Constant | J | 59105000 mm4 |
| Warping Torsion Constant | Cw | 154408000000000 mm6 |
| Self Weight of section | Weight | 588 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W36X395 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 395 lb/ft and has a cross sectional area of 116 in2. The height and width of the section are 38.4 in and 16.8 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
Calcs.app