Structural sectional properties for a W44X335 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W44X335 |
Cross Sectional Area | A | 98.5 in2 |
Section Width | b | 15.9 in |
Section Depth | d | 44 in |
Flange thickness | tf | 1.77 in |
Web thickness | tw | 1.03 in |
Radius of Gyration about X-X | rx | 17.8 in |
Radius of Gyrations about Y-Y | ry | 3.49 in |
Moment of Inertia about X-X | Ix | 31100 in4 |
Moment of Intertia about Y-Y | Iy | 1200 in4 |
Elastic Section Modulus about X-X | Sx | 1410 in3 |
Elastic Section Modulus about Y-Y | Sy | 150 in3 |
Plastic Section Modulus about X-X | Zx | 1620 in3 |
Plastic Section Modulus about Y-Y | Zy | 236 in3 |
St. Venant Torsional Constant | J | 74.7 in4 |
Warping Torsion Constant | Cw | 535000 in6 |
Self Weight of section | Weight | 335 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W44X335 |
Cross Sectional Area | A | 63548 mm2 |
Section Width | b | 404 mm |
Section Depth | d | 1118 mm |
Flange thickness | tf | 45 mm |
Web thickness | tw | 26.2 mm |
Radius of Gyration about X-X | rx | 452 mm |
Radius of Gyrations about Y-Y | ry | 89 mm |
Moment of Inertia about X-X | Ix | 12945000000 mm4 |
Moment of Intertia about Y-Y | Iy | 499000000 mm4 |
Elastic Section Modulus about X-X | Sx | 23106000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 2458000 mm3 |
Plastic Section Modulus about X-X | Zx | 26547000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 3867000 mm3 |
St. Venant Torsional Constant | J | 31092000 mm4 |
Warping Torsion Constant | Cw | 143667000000000 mm6 |
Self Weight of section | Weight | 499 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W44X335 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 335 lb/ft and has a cross sectional area of 98.5 in2. The height and width of the section are 44 in and 15.9 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: