Structural sectional properties for a W14X22 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W14X22 |
Cross Sectional Area | A | 6.49 in2 |
Section Width | b | 5 in |
Section Depth | d | 13.7 in |
Flange thickness | tf | 0.335 in |
Web thickness | tw | 0.23 in |
Radius of Gyration about X-X | rx | 5.54 in |
Radius of Gyrations about Y-Y | ry | 1.04 in |
Moment of Inertia about X-X | Ix | 199 in4 |
Moment of Intertia about Y-Y | Iy | 7 in4 |
Elastic Section Modulus about X-X | Sx | 29 in3 |
Elastic Section Modulus about Y-Y | Sy | 2.8 in3 |
Plastic Section Modulus about X-X | Zx | 33.2 in3 |
Plastic Section Modulus about Y-Y | Zy | 4.39 in3 |
St. Venant Torsional Constant | J | 0.208 in4 |
Warping Torsion Constant | Cw | 314 in6 |
Self Weight of section | Weight | 22 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W14X22 |
Cross Sectional Area | A | 4187 mm2 |
Section Width | b | 127 mm |
Section Depth | d | 348 mm |
Flange thickness | tf | 8.5 mm |
Web thickness | tw | 5.8 mm |
Radius of Gyration about X-X | rx | 141 mm |
Radius of Gyrations about Y-Y | ry | 26 mm |
Moment of Inertia about X-X | Ix | 83000000 mm4 |
Moment of Intertia about Y-Y | Iy | 3000000 mm4 |
Elastic Section Modulus about X-X | Sx | 475000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 46000 mm3 |
Plastic Section Modulus about X-X | Zx | 544000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 72000 mm3 |
St. Venant Torsional Constant | J | 87000 mm4 |
Warping Torsion Constant | Cw | 84000000000 mm6 |
Self Weight of section | Weight | 33 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X22 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 22 lb/ft and has a cross sectional area of 6.49 in2. The height and width of the section are 13.7 in and 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: