Structural sectional properties for a W33X169 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W33X169 |
Cross Sectional Area | A | 49.5 in2 |
Section Width | b | 11.5 in |
Section Depth | d | 33.8 in |
Flange thickness | tf | 1.22 in |
Web thickness | tw | 0.67 in |
Radius of Gyration about X-X | rx | 13.7 in |
Radius of Gyrations about Y-Y | ry | 2.5 in |
Moment of Inertia about X-X | Ix | 9290 in4 |
Moment of Intertia about Y-Y | Iy | 310 in4 |
Elastic Section Modulus about X-X | Sx | 549 in3 |
Elastic Section Modulus about Y-Y | Sy | 53.9 in3 |
Plastic Section Modulus about X-X | Zx | 629 in3 |
Plastic Section Modulus about Y-Y | Zy | 84.4 in3 |
St. Venant Torsional Constant | J | 17.7 in4 |
Warping Torsion Constant | Cw | 82400 in6 |
Self Weight of section per foot | Weight | 169 lb/ft |
A W33X169 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 169 lb/ft and has a cross sectional area of 49.5 in2. The height and width of the section are 33.8 in and 11.5 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: