Structural sectional properties for a W14X193 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W14X193 |
Cross Sectional Area | A | 56.8 in2 |
Section Width | b | 15.7 in |
Section Depth | d | 15.5 in |
Flange thickness | tf | 1.44 in |
Web thickness | tw | 0.89 in |
Radius of Gyration about X-X | rx | 6.5 in |
Radius of Gyrations about Y-Y | ry | 4.05 in |
Moment of Inertia about X-X | Ix | 2400 in4 |
Moment of Intertia about Y-Y | Iy | 931 in4 |
Elastic Section Modulus about X-X | Sx | 310 in3 |
Elastic Section Modulus about Y-Y | Sy | 119 in3 |
Plastic Section Modulus about X-X | Zx | 355 in3 |
Plastic Section Modulus about Y-Y | Zy | 180 in3 |
St. Venant Torsional Constant | J | 34.8 in4 |
Warping Torsion Constant | Cw | 45900 in6 |
Self Weight of section per foot | Weight | 193 lb/ft |
A W14X193 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 193 lb/ft and has a cross sectional area of 56.8 in2. The height and width of the section are 15.5 in and 15.7 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: