Structural sectional properties for a W36X652 standard steel section
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 per foot | Weight | 652 lb/ft |
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:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: