Structural sectional properties for a W18X119 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W18X119 |
Cross Sectional Area | A | 35.1 in2 |
Section Width | b | 11.3 in |
Section Depth | d | 19 in |
Flange thickness | tf | 1.06 in |
Web thickness | tw | 0.655 in |
Radius of Gyration about X-X | rx | 7.9 in |
Radius of Gyrations about Y-Y | ry | 2.69 in |
Moment of Inertia about X-X | Ix | 2190 in4 |
Moment of Intertia about Y-Y | Iy | 253 in4 |
Elastic Section Modulus about X-X | Sx | 231 in3 |
Elastic Section Modulus about Y-Y | Sy | 44.9 in3 |
Plastic Section Modulus about X-X | Zx | 262 in3 |
Plastic Section Modulus about Y-Y | Zy | 69.1 in3 |
St. Venant Torsional Constant | J | 10.6 in4 |
Warping Torsion Constant | Cw | 20300 in6 |
Self Weight of section per foot | Weight | 119 lb/ft |
A W18X119 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 119 lb/ft and has a cross sectional area of 35.1 in2. The height and width of the section are 19 in and 11.3 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: