Structural sectional properties for a W36X282 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W36X282 |
Cross Sectional Area | A | 82.9 in2 |
Section Width | b | 16.6 in |
Section Depth | d | 37.1 in |
Flange thickness | tf | 1.57 in |
Web thickness | tw | 0.885 in |
Radius of Gyration about X-X | rx | 15.4 in |
Radius of Gyrations about Y-Y | ry | 3.8 in |
Moment of Inertia about X-X | Ix | 19600 in4 |
Moment of Intertia about Y-Y | Iy | 1200 in4 |
Elastic Section Modulus about X-X | Sx | 1050 in3 |
Elastic Section Modulus about Y-Y | Sy | 144 in3 |
Plastic Section Modulus about X-X | Zx | 1190 in3 |
Plastic Section Modulus about Y-Y | Zy | 223 in3 |
St. Venant Torsional Constant | J | 52.7 in4 |
Warping Torsion Constant | Cw | 378000 in6 |
Self Weight of section per foot | Weight | 282 lb/ft |
A W36X282 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 282 lb/ft and has a cross sectional area of 82.9 in2. The height and width of the section are 37.1 in and 16.6 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: