Structural sectional properties for a W36X441 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W36X441 |
Cross Sectional Area | A | 130 in2 |
Section Width | b | 17 in |
Section Depth | d | 38.9 in |
Flange thickness | tf | 2.44 in |
Web thickness | tw | 1.36 in |
Radius of Gyration about X-X | rx | 15.7 in |
Radius of Gyrations about Y-Y | ry | 3.92 in |
Moment of Inertia about X-X | Ix | 32100 in4 |
Moment of Intertia about Y-Y | Iy | 1990 in4 |
Elastic Section Modulus about X-X | Sx | 1650 in3 |
Elastic Section Modulus about Y-Y | Sy | 235 in3 |
Plastic Section Modulus about X-X | Zx | 1910 in3 |
Plastic Section Modulus about Y-Y | Zy | 368 in3 |
St. Venant Torsional Constant | J | 194 in4 |
Warping Torsion Constant | Cw | 661000 in6 |
Self Weight of section | Weight | 441 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W36X441 |
Cross Sectional Area | A | 83871 mm2 |
Section Width | b | 432 mm |
Section Depth | d | 988 mm |
Flange thickness | tf | 62 mm |
Web thickness | tw | 34.5 mm |
Radius of Gyration about X-X | rx | 399 mm |
Radius of Gyrations about Y-Y | ry | 100 mm |
Moment of Inertia about X-X | Ix | 13361000000 mm4 |
Moment of Intertia about Y-Y | Iy | 828000000 mm4 |
Elastic Section Modulus about X-X | Sx | 27039000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 3851000 mm3 |
Plastic Section Modulus about X-X | Zx | 31299000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 6030000 mm3 |
St. Venant Torsional Constant | J | 80749000 mm4 |
Warping Torsion Constant | Cw | 177502000000000 mm6 |
Self Weight of section | Weight | 656 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W36X441 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 441 lb/ft and has a cross sectional area of 130 in2. The height and width of the section are 38.9 in and 17 in respectively.
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: